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HomeMy WebLinkAboutBuilding PlansF—EAST PORTION OF PLAN -SEE SHEET A5 182'—G' tt tt t. ALTERNATE ►' 370'-4Y2.' OVERALL �w� I t ALTERNATE ANOD 'R. 1/16., ^ 1, _ a,. PLAN NORTH 142'-4YZ- TRUE NORTH { 15'-0' l A FOR K ALTERNATE A3 WEST PORTION OF PLAN -SEE SHEET A6 78'-5YB' 4 "?fro U) — Iaf Wz 2 w 0 Z 0 ff Q III -- z A - z- 0 )(r z z D wQ z A � Q U) z o - V- 0 �0 = w °- F= Z U =a — �o (Y- Qz Lig M O Il��! is8il IN/! I/NI inNI i1 - w I1.I �i � If ■i' !l��Iin cc 1/11 11 H 14 E/�/I It /k I! i/�/I ilei !k i1 i��i 07 C) I! !l LL in 11 ion!I I■ ll 1! ■! Il 1 d z fi�/i I/�ll 111 0 0J m fu► :� 11 i!.>11 Is 11 i!.in 11 is it 11./f I/11 IN Al I!�#! inIt is I/.11 It it I/�1 i,. !1 1i It in/? !1 1i •t !1 I/ /I 1I t1 i! 1 f It 11 !1 „ter F- i!�!# !1811 Is�/I I��f !1 Ij I I! !I 11 , sl {/ /I Ii . -1 t/811 11 1 i 11811 IBM-- C-6 C.0 C.0 ci 78'-5YB' 4 "?fro U) — Iaf Wz 2 w 0 Z 0 ff Q III -- z A - z- 0 )(r z z D wQ z A � Q U) z o - V- 0 �0 = w °- F= Z U =a — �o (Y- Qz Lig M O Q w I1.I � cc CL oC `''C 07 C) LL (D d z ® 0 0J m F- W W tj F- U) Ij @:3 CY) C-6 C.0 C.0 ci �rf3l[tifit<m"` i z 0 Ln i tr 1 <r L2 f1 ^ !i AFF above finish floor AHU air handling unit AS air separator B boiler (hot water or steam) BDD backdraft damper CH chiller CD ceiling diffuser (supply air) CFM cubic feet per minute CHWR chilled water return CHWS chilled water supply CW cold water DB dry bulb DL drum louver DSAC ductless split air conditioner O diameter EADB enterinq air dry bulb CHvvo 1--1IlCFiilly dil WCL UWU EC electrical contractor ECH electric cabinet heater ECR eggcrate grille EF exhaust fan EG exhaust grille ER exhaust register ESP external static pressure EH electric wall heater FCV flow control valve FD fire damper FLA full load amps FPM feet per minute FT foot FTR fin tube radiation G gas GC general contractor Provide all materials and equipment and perform all labor required to install complete and operable mechanical systems as indicated on the drawings, as specified and as required by code. Entire installation shall be in strict accordance with applicable codes and ordinances. Secure and pay for al required permits. Provide a minimum of 10'-0" between exhaust outlets, plumbing vents and all outside air intakes. Contractor shall not locate any duct or piping directly over any electrical panel, switchgear, transformer, etc. Coordinate locations of ducts and piping with the Electrical Contractor to avoid these conflicts. Contractor shall be guided by the Architect's reflected ceiling plan for exact location of diffusers, registers and grilles unless otherwise noted. Coordinate diffuser, register, and grille locations with lighting, and other ceiling items and make minor duct modifications to suit. FAI GENERAL: These drawings indicate required sizes and points of termination for piping, ductwork, conduit, etc. The equipment shown illustrates suggested routing, but all necessary offsets and fittings may not be shown. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the Owner. All dimensions shown on these plans are in feet and/or inches unless otherwise noted. Mechanical work shall be complete in every detail and all miscellaneous items of material and labor necessary to complete the work described, shown or reasonably implied on drawings or specifications, shall be included in the contract. Proposal shall be based on specified material and equipment. In order to promote competition, however, bidders may submit alternate proposals on any alternate materials and/or equipment they wish to propose, including any price changes affected by acceptance of alternatives. These must be provided in addition to the base bid, not in place of the base bid. Contract document drawings for mechanical work are diagrammatic and are intended to convey scope and general arrangement only. Install all mechanical equipment and appurtenances in accordance with Manufacturers' recommendations, contract documents, and applicable codes and regulations. Provide vibration isolation as specified for all mechanical equipment to prevent transmission of vibration to building structure. Provide vibration isolators for all piping supports connected to and within 50 feet of isolated equipment (except at base elbow supports and anchor points) throughout mechanical equipment rooms. The location of existing underground utilities is shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work. The Contractor shall pay for and repair all damages caused by failure to exactly locate and preserve any and all underground utilities unless otherwise indicated. Coordinate construction of all mechanical work with Architectural, Structural, Civil, Electrical work, etc., shown on other contract document drawings. Each respective contractor shall be responsible for coordinating the installation of his work with the work of other contractors and trades prior to the installation. Maintain a minimum of 3'-8" clearance to underside of pipes, ducts. �Wonauiis, suspended equipment, stc., throughout access routes in mechanical rooms. All tests shall be completed before any mechanical equipment or ,piping insulation is applied. Abbre% Mechanical Symbols and Abbreviations 'iations GPM HWR HWS IN KEC LAT LS MAN MFR MBH MC O/A OAL PD PRV PSI nm RAL RD RG RPM SA SP SR TCC TSP UH VAV VD WB WT XT gallons per minute hot water return hot water supply inch kitchen equipment contractor leaving air temperature linear slot diffuser manual manufacturer 1000 BTUh mechanical contractor outside air outside air louver pressure drop pressure relief valve pounds per square inch 1 CLUI l l dll return air louver round diffuser return air grille revolutions per minute supply air static pressure supply register temperature control contractor total static pressure unit heater variable air volume box volume damper wet bulb weight expansion tank Locate all temperature, pressure, and flow measuring devices in accessible locations with straight section of pipe or duct up and downstream as recommended by the Manufacturer for appropriate accuracy. Y Work shall include startup of all systems, furnishing of operating and maintenance instructions and one (1) year guarantee, commencing on date of acceptance by the Owner or as otherwise specified. Testing, adjusting, and balancing agency shall be by a member of the Associated Air Balance Council (AABC) or the National Environmental Balancing Bureau (NEBB). Testing, adjusting, and balancing shall be performed in accordance with the AABC standards. Where two or more items of the same type of equipment are required, the product of one Manufacturer shall be used unless otherwise noted. Coordinate all equipment connections with Manufacturers' certified drawings. Coordinate and provide all duct and piping transitions required for final equipment connections to furnished equipment. Field verify and coordinate all duct and piping dimensions before fabrication. The locations of all items shown on theerawings or called for in the specifications that are not definitely fixe by dimensions are approximate only. } The exact locations necessary to secure t e best conditions and results must be determined by the project�ite conditions and shall have the approval of the Engineer before t emg installed. Do not scale drawings. r All miscellaneous steel required to ensure proper installation and/or as shown in details for piping, ductwork, and equipment shall be furnished and installed by the Mechanicalontractor. Provide access panels for installation in wal and ceilings, where required, to service dampers, valves, smoke detectors, and other concealed mechanical equipment. Access panels shall be turned over to General Contractor for installation. All equipment, piping, ductwork, etc., shall be supported as detailed, specified, and/or required to provide a vibration free installation. All ductwork, piping, and equipment supported from structural steel shall be coordinated with the General Contractor. All attachments to steel bar joists, trusses, or joist girders shall be at the upper member. Provide beam clamps meeting MSS standards. Welding to structural members shall not be permitted. The use of c -clamps shall not be permitted. Mechanical equipment, ductwork, and piping shall not be supported from metal deck. Locations and sizes of all floor, wall, and roof openings shall be coordinated with all other trades. All openings in fire walls due to ductwork, piping, conduit, etc., shall be fire stopped with a product similar to 3M or equal. Product shall be listed by UL or FM and meet the requirements of local and state codes. All air conditioning condensate drain lines from each air handling unit shall be piped full size of the unit drain outlet, with "P" trap, and piped to the nearest drain. See details shown on the drawings or the contract specifications for depth of air conditioning condensate traps. Refer to typical details for ductwork, piping, and equipment installation. All valves, coils, dampers, etc. Shall be installed allowing easy access to them. Areas adjacent to the access panels shall be clear of obstruction. Furnish and install all equipment and material required to complete the installation as shown on the drawings. Equipment sizes and service space requirements may vary between different Manufacturers. Consult approved Manufacturer drawings as submitted and coordinate with these drawings. Refer to mechanical details for additional equipment requirements. HVACISHEETMETAL: Certain items such as rises and drops in ductwork, access doors, volume dampers, etc., are indicated on the contract document drawings for clarity for a specific location requirement and shall not be interpreted as the extent of the requirements for these items. Drawing Symbols Denotes section � � Section number 5 1 M1 f--- Sheet number Arrow indicates Direction Where section in which Section is cut Is located Denotes detail � Detail number qD 1 M1 �—, et number Letter T vvnere aetaii designating Is located Elevation A All ductwork dimensions, as shown on the drawings, are internal clear dimensions. All air handling units shall operate without moisture carryover. Locate all mechanical equipment (MAUs, AHU's, single duct, variable volume, constant volume, fan coil units, unit heaters, coils, etc.) for unobstructed access to unit access panels, controls, and valving. Provide flexible connections in all ductwork systems (supply, return, and exhaust) connected to air handling units, tans, and other equipment which require vibration isolation. Flexible connections shall be provided at the point of connection to the equipment unless otherwise noted. Unless otherwise noted, all ductwork is overhead, tight to the underside of the structure, with space for insulation and below any required piping. Runs of flexible duct shall not exceed 5'-0". Flexible duct shall not be used as an elbow. Provide sheet metal elbow at diffuser neck where tap is not out of the bottom of the supply main. Refer to details. All ductwork shall be coordinated with all trades involved. Offsets in ducts, including divided ducts and transitions around obstructions, shall be provided at no additional cost to the Owner. Provide access doors in ductwork to provide access for all smoke detectors, fire dampers, volume dampers, coils, and other items located in the ductwork which require service and/or inspection. Smoke detectors shall be furnished by Unit Manufacturer and wired by the Electrical Contractor. The Mechanical Contractor shall be responsible for mounting the smoke detector in ductwork as shown on the drawings and in accordance with Manufacturer's printed instructions. See specifications for ductwork gauges, bracing, hangers, and other requirements. Contractor shall not locate any duct or piping directly over any electrical panels, switchgear, transformer, etc. Coordinate locations of ducts and piping with the Electrical Contractor to avoid these conflicts. All ducts penetrating shaft walls shall be sealed airtight with firestop. Provide volume dampers upstream of all air inlets/outlets unless otherwise noted. Furnish and install rain hoods on flues and intake ducts above roof. Provide companion opposed blade volume dampers with all diffusers mounted in drywall ceilings. Do not provide companion volume dampers with diffusers mounted in lay -in file ceilings. Provide manual volume dampers in the branch ducts serving diffusers located above lay -in the ceilings. Diffusers, registers, and grilles mounted in drywall ceilings shall have plaster frames. Unless otherwise noted all ductwork above ceilings shall be insulated with 2" ductwrap. Ductwrap shall be 1.5 lb. Density. Install volume damper at each branch takeoff from main supply ducts. Refer to Mechanical Detail Sheets for additional equipment requirements. Sheet Metal Symbols Fire damper AFD Volume damper J Supply diffuser ® OR Q Supply duct riser N �z : Return duct riser 0 Supply register t9l Linear diffuser__— — Flexible connection W O OM..rn lir nrill. t \ 1 Exhaust grille i Exhaust fan OR Temperature Control Symbols Room thermostat or sensor 0 Room humidistat or sensor 0 Motorized damper M9 ------ Note Designation Plan Notes: Specific information as indicated on a drawing Leader line of plan note referenced directed to item of plan note reference Circle with number indicates a plan note reference, with the number indicating the item number of the plan note referenced General Plan Notes: General information as it pertains only to the drawing it is on General Notes: General information pertaining to all the drawings of the discipline it is on Unless otherwise noted, locate all room thermostats and humidistats 4'4' (centerline) above finish floor. Notify the Engineer prior to installation of any rooms where the above location cannot be A maintained or where there is a question on location. Unless otherwise noted all low voltage wiring (24 volts) shall be provided and installed by the Mechanical Contractor. This includes fans, radiant heaters, rooftop units, etc. Unless otherwise noted line voltage wiring (120 volts or greater) shall be provided and installed by the Electrical Contractor. All control wire and conduit shall comply with the National Electric Code (NEC) and Division 26 of the specifications. 1 Condensate drain pipe run out size shall be a minimum of 1" to nearest drain. Furnish and install gas piping for HVAC units. Extend piping from meter location to units across roof unless otherwise noted on plumbing plans. Furnish and install a gas cock at each unit connection. Refer to electrical and plumbing drawings for additional coordination with these drawings. Any unit supplied with natural gas shall be furnished with pressure regulators by Unit Manufacturer. F-11:9 t M;1 0,111l [*A All equipment should be installed with great regard to a neat finished product. Whenever possible, wiring should be routed in such a way as to minimize visibility. Piping should be tight to structure whenever possible, and orthogonal. Eliminate the need for condensate pumps if possible. Contact the Engineer prior to installing any equipment that will not be able to be installed in a neat, first class manner, consistent with the Manufacturer's installation instructions. Concrete housekeeping pads to suit mechanical equipment shall be sized and located by the Mechanical Contractor. Minimum concrete pad thickness shall be 3%" unless otherwise noted. Pad shall extend beyond the equipment a minimum of 6" on each side. Concrete housekeeping pads shall be provided by the Mechanical Contractor. It shall be the responsibility of the Mechanical Contractor to coordinate size and location of concrete housekeeping pads with the General Contractor. Exterior louvers are indicated for information only. Louver sizes, locations, and details shall be coordinated with the General Contractor. SUBSTITUTIONS: Cost of any changes required by this, or other trades, due to substitution of equipment other than the basis of design, shall be included in the Mechanical Contractor's proposal. UTILITIES: Unless otherwise noted the local gas company shall provide gas to the building and furnish and install the meter. Connection to the meter and extension of the piping shall be made in accordance with the utility company requirements. Contact local utility company to arrange for gas meter installation. Furnish and install piping and specialties as required to receive meter. Verify local conditions at the site. j i I J C Z Cn E cc W a W Z 0 Z W a - Z L U r J w t1) Z uJ U W J CrW U O Z ro _ r v p M cn O co CD Ch U �m Z U) (3 L Q `) N M O C Ln (II N' r ��Q 1.� Z tLLJ V V T� 1 Ito fill 001% J r , N �z : p ..PIRG yor, ``,`.`��� rltltnt J r , �hh W O ,— F U-1 LA J &i i Z V) Z O 0 � a L J r , �I W O ,— F U-1 LA J 0_ Q_ Q 0 Z V) 1J.J ULAZD:)KUU1'1 G BOOM LEGEND VVLDI U(.)VLKLU YVALI\VVAI 134 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SEGRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 1Oq GOATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST, ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 GLA55ROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 GLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE--GOGHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 1`�? r.0 C� 17'� FAST r,OvFPFF) WAi KINAY 1J.J ULAZD:)KUU1'1 G 1/4 VVLDI U(.)VLKLU YVALI\VVAI 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET OFFICE 136 CLASSROOM 1 201 GALLERY 137 PRESCHOOL LOBBY 202 STAIR 2 138 WORK ROOM 203 PIPE ORGAN CASE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM AL I LKIIA I L KUU11 IYAI'IL ::) 165 FELLOWSHIP HALL 166 PREP 1 167 PLATFORM 1G8 PREP 2 1Gq VESTIBULE 170 REAR HALL 1/8" = 1'-0' FIRST F FiVAG PLAN PLAN NORTH TRUE NORTH General Notes: 1.. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Plan Notes: Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. ORoute refrigerant linesets up and into roof structure, horizontally to exterior wall. Provide 6" concrete housekeeping pad under chiller. l�J Mount chiller on 8" equipment rails. Ir5 Line inside of return air chase with flat black, nonfibrous, acoustic duct liner. OPiping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. Recess mount EH -1 centered over interior vestibule doors. +9'-0". Connect 7 exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. =Providelmirehere ducts penetrate shaftfA achine exhaust up. KEY PLAN d 01 _Z :_ W a Z is W Z J U to m Z 0 W UJ ro m 0 TZ t moi.. U 0 N M O Q a Z WZ w ~0 Cr T- U 0ZQZ D Q�J m 7 Z U fL, 2� � U� w W W � �j Z 7- < Q o F- O o p aLO M a> m o° N N (M[r as Z= L O. C? Co M s Q -04 b3 % � Q i W� M iv 4 •� mo :ted `"02: o� A/0 Pi9,O`�*```,` V 1-4 U W O 0' of W F -- 101 VESTIBULE 102 NARTHEX 103 COFFEE 104 STAIR 2 105 ELEVATOR MACHINE ROOM 10G ELEV 107 GOATRACK 108 COATRAGK 10q GOATRAGK 110 COATRACK 111 GOATRAGK 112 ELECTRICAL 112A CHASE 113 SERVER 113A CHASE 114 STAIR 4 115 STAIR 5 11G SANCTUARY 117 CHANCEL 118 SAGR15TY 11q TOILET 121 EAST CORRIDOR 122 WATER SERVICE AND SPRINKLER RISER 123 TOILET 124 NURSERY 125 CLASSROOM 7 12G CLA55ROOM G 127 CLA55ROOM 5 128 CLASSROOM 4 12q FAMILY KITCHEN 130 STAIR 1 131 CLASSROOM 3 1'�9 f.112.1. _.., ..., BOOM LEGEND I EXIT 20q TOILET �V HALL 210 G.E. CLA55ROOM 2 OFFICE 2 211 G.E: CLASSROOM 3 PA5TOR"5 OFFICE 212 G.E. CLA55ROOM 1 -IC� _l _ � SECRETARY-5 OFFICE 213 TEEN AREA _.__, DSAf� i� S 1 2 14 STAIR 1 Indoor EH -1 �ORKEROOM 215 EAST ATTIC MECHANICAL c LOBBY 2 AND STORAGE / 60 LOBBY 1 21G WEST CORRIDOR 217 STORAGE LIBRARY _ SMALL CONFERENCE 218 CHRIST. ED. STORAGE 1� _ _- ___ I1 ROOM 21q WORK ROOM C1 I __ _ _....- -.- c -- - �- ROOM WOMEN 220 LARGE CONFERENCE KITCHEN STORAGE AND 221 WOMEN FOOD PANTRY 222 CHRIST. ED. STORAGE MEN 223 MEN ; I FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY LOBBY 225 STAIR 3 jIt/ STAIR 3 22G OFFICE 4 CHRISTIAN DI5HWA5HING EDUCATION T 227 BRAILLE KITCHEN 228 OFFICE 5 CANTOR �. CHAIR AND TABLE 22q A/V CONTROL ROOM STORAGE 230 ADULT CLASSROOM 2 % 117 ' WEST CORRIDOR 231 JANITORr> FELLOWSHIP HALL PREP 1 301 EAST ATTIC MECHANICAL \ �� PLATFORM AND STORAGE PREP 2 302 STAIR 1\X` \ WEST VESTIBULE 303 WEST ATTIC MECHANICAL PORTS-GOCHERE AND STORAGE O,�,;- ♦` ,, "! \�% `\ BELL TOWER 304 STAIR 3� Fnc,T (;OVFPFn WA1 KIMAY \ � „Ur i 1.1 )vrKr!! wai j\VVAI I AI ICICIVLAIr ICIAJill NA1,I17S dc Z (j) E W a W Z a Z W Z J Z w U W W ro ca U O ZN U O m N M O "cr Q Q c z W� wm ~ T- TU LL Z Q D Q( cr- J m 2 � I— U w w W � U)Z = Q o F- O uj o p Lo C-0 M L !L 1721 `�. .........,•• 00 z xyo c) r PIR iJJ (.LAD0KUU1'1 '- BOOM LEGEND VVLZ)I I.,UVLKLU VV/AL1\VVAI 134 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 MALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 10G ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE lOq COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHR15TIAN llq TOILET 1GO D15HWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 125 CLASSROOM Co 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTS—COGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 1'',7 (-.II21 G 17"� FAST (,(l\/FPFr1 NAI KWAY iJJ (.LAD0KUU1'1 '- 1/'F VVLZ)I I.,UVLKLU VV/AL1\VVAI 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 17G CLOSET 170 OFFICE r'-`� 13G CLASSROOM 1 201 GALLERY 137 PRESCHOOL LOBBY 202 STAIR 2 138 WORK ROOM 203 PIPE ORGAN CASE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 140 ELECTRIC, SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM AL I LKHA I L KUU11 HAI°IL 5 lG5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1G8 PREP 2 lGq VESTIBULE 170 REAR HALL Area G First Floor 11VAG Plan - Alternate A3 AREA G FIRST F va - r_o PLAN NORTH TRUE NORTH N PLAN NORTH TRUE NORTH d Z W a Z 0 W 0 — Z —J U (1) m Z W O Q W J cc W coU Q c Z L U � m CV C�) (_0 d' < Q 0 Z W�J UJ General Notes: 0 Q 0 v 1. These plans are diagramatic in nature, and do not represent LL every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor (I� shall avoid obstructions, preserve head room and maintain V Q maximum clearance without additional cost to the owner. Z 2. Sheet metal supply ductwork in concealed spaces shall be I I I I insulated with 1.5 lb density, fiberglass ductwrap. J u 3. If any questions arise concerning the HVAC requirements of pul these documents, please contact John Oberiies Consulting m Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. �..L., 4. Sheet metal transitions by Sheet Metal'Contractor. v Cc 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit U n w T-Stat location for Engineers review prior to installation. �I 11 W rr 1st door Plan Notes: W ~ O Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for U) condensate drain routing. Z QRoute refrigerant linesets up and into roof structure, horizontally to < exterior wall QProvide 6" concrete housekeeping pad under chiller. t� Mount chiller on 8" equipment rails. Line inside of return air chase with flat black, nonfibrous, acoustic duct W liner. s l\6 Piping not shown entering chase for clarity. Route pipe up thru chase © L to attic and appropriate manifold system. n (C) O7 Recess mount EH -1 centered over interior vestibule doors. +9'-0". (� 1 1 Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. =Providelmirehere ducts penetrate shaft walls.achine exhaust up. A KEY PLAN i t j � I i i � I a N 1 of/,,,,,,, a lJ A.. ` 0,5 ZPR lllli111 r'-`� LJJo w a o In I ROOM LEGEND 101 VESTIBULE 102 NARTHEX 103 COFFEE 104 STAIR 2 105 ELEVATOR MACHINE ROOM 10G ELEV 107 COATRACK 108 COATRACK 10q GOATRACK 110 COATRACK 111 COATRACK 112 ELECTRICAL 112A CHASE 113 SERVER 113A CHASE 114 STAIR 4 115 STAIR 5 116 SANCTUARY 117 CHANCEL 118 SACRISTY 11q TOILET 121 EAST GORRIDOR 122 WATER SERVICE AND 163 SPRINKLER R15ER 123 TOILET 124 NURSERY 125 CLASSROOM 7 12G CLASSROOM Co 127 GLASSROOM 5 128 CLASSROOM 4 12q FAMILY KITCHEN 130 STAIR 1 131 CLASSROOM 3 17''+ FAST C,n\1FPFn +NAI KwAY 1JJ ULi-A75KUU1'1 L 134 BOYS 135 PRESCHOOL DIRECTOR'S 201 OFFICE 13G CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 13q PRESCHOOL VESTIBULE 140 ELECTRIC, SERVICE 141 GMA STORAGE 142 GROSS MOTOR AGTIVITIES AREA 143 EXIT 144 HALL 145 OFFICE 2 14G PASTOR'S OFFICE 147 SECRETARY'S OFFICE 148 OFFICE 1 14q WORK ROOM 150 LOBBY 2 151 LOBBY 1 152 STORAGE 153 SMALL CONFERENCE 21q ROOM 154 JANITOR 155 WOMEN 156 KITCHEN STORAGE AND 222 FOOD PANTRY 157 MEN 158 FOOD PANTRY CUSTOMER 225 LOBBY 15q STAIR 3 1GO DISHWASHING 1G1 EXIT 1G2 KITCHEN 163 CHAIR AND TABLE 230 STORAGE 1G4 WEST CORRIDOR 1G5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1G8 PREP 2 1Gq WEST VESTIBULE 171 PORTE-COGHERE 172 BELL TOWER 17''+ FAST C,n\1FPFn +NAI KwAY 111+ VVLz�I uUVLKLU VVNLI\VV1-A I 175 CLOSET 17G CLOSET 201 GALLERY 202 STAIR 2 203 PIPE ORGAN CASE 204 MECHANICAL 205 MECHANICAL 20Co CHOIR 207 EAST CORRIDOR 208 CHOIR ROOM 209 TOILET 210 G.E. CLA55ROOM 2 211 G.E. CLA55ROOM 3 212 G.E. CLASSROOM 1 213 TEEN AREA 214 STAIR 1 215 EAST ATTIC MECHANICAL AND STORAGE 21G WEST CORRIDOR 217 LIBRARY 218 CHRIST, ED. STORAGE 21q WORK ROOM 220 LARGE CONFERENCE ROOM 221 WOMEN 222 CHRIST. ED. STORAGE 223 MEN 224 OFFICE 3 GODLY PLAY 225 STAIR 3 22G OFFICE 4 CHRISTIAN EDUCATION 227 BRAILLE 228 OFFICE 5 CANTOR 22q A/V CONTROL ROOM 230 ADULT CLASSROOM 2 231 JANITOR 301 EAST ATTIC MEGHANIGAL U) AND STORAGE 302 STAIR 1 303 WEST ATTIC, MECHANICAL AND STORAGE 304 STAIR 3 AL I LKIYN I L KUt-Al IVlU'IL'ZD 1G5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1G8 PREP 2 1Gq VESTIBULE 170 REAR HALL AREA A va ,-o .1 PLAN NORTH TRUE NORTH General Notes:_____ 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Notes: (D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. Provide radiation dampers in diffuser or grille located in fire rated assemblies. KEY PLAN U Z E W a UJI _Z W Z ro r U J vi _m Z LU 0 W ° J X W ro co 0 Z o ro SU 0 N d' Q Z Q Z W 2 F - UJ LUF- (0 O F. W O LO R) o m N (.0 (L)cU- z��� mom CE5 CC) o.. O Z 0V W 0 n uI1"tt/ ��:: • "CO WCID �a lrirnti► �^.5.; r� I �1 U U w O cr� Q d 0 H w W S Z p U) >a w r� I �1 U U w O cr� Q d 0 H w W S 1JJ L. LWDOR U11 G BOOM LEGEND BOYS 135 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PA5TOR'5 OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA lOG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 1% KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 159 STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET maximum clearance without additional cost to the owner. STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 125 CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1G9 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 FORTE-COCHERE AND 5TORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 1`�? 021 c, 17'� FAc T r'.n\/FPFn WAI KWAY 1JJ L. LWDOR U11 G 134 BOYS 135 PRESCHOOL DIRECTOR"5 201 OFFICE 13G CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 139 PRESCHOOL VESTIBULE 140 ELECTRIC SERVICE 141 GMA STORAGE 142 GRO55 MOTOR ACTIVITIES AREA 1/4 VVLJI UUVLKCU VVALI\VVAI 175 CLOSET 17G CLOSET 201 GALLERY 202 STAIR 2 203 PIPE ORGAN CASE 204 MECHANICAL 205 MECHANICAL 20G CHOIR 207 EAST CORRIDOR 208 CHOIR ROOM /•1L I LKIV{.1 I L KiJVI'1 IYLU'ILD 1G5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1GB PREP 2 1Gq VESTIBULE 170 REAR HALL IiVAG PIAN. G Z to W a W Z Z W Z I -- -J f�/ U Vd m Z W O U W J I01-0 LU Cal U O Z L U O 7 � PIAN NORTH TRUE NORTH Provide fire dampers where ducts penetrate shaft walls. KEY PLAN I C" C> C" in �0 ti m C M (no m N as x �« �m - Z U) o �, L CL' -0 cn L� U) NE ii O Z 0V W tti l ,�`�ti�►r;rnrurrr� v �o 6: d_ Z to ,,ryOl' ..PRO``````s. rrirt11► C Z , 0 L a I.J � Ly I� {'r j CV CY? C� Q < Z W� W W = 0 cr_d � O U Z m U Imo, OC lr' General Notes: r W Li 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his W U) work in a manner that will conform with the structure. Contractor head Z shall avoid obstructions, preserve room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be O C4 C) insulated with 1.5 Ib density, fiberglass ductwrap. T 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or W installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. © O 5. Refer to detail sheets M-20 thru M-22 for additional requirements LO and information that apply to this project. CIO 6, Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Notes: (D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. i� Provide radiation dampers in diffuser or grille located in fire rated assemblies. PIAN NORTH TRUE NORTH Provide fire dampers where ducts penetrate shaft walls. KEY PLAN I C" C> C" in �0 ti m C M (no m N as x �« �m - Z U) o �, L CL' -0 cn L� U) NE ii O Z 0V W tti l ,�`�ti�►r;rnrurrr� v �o 6: d_ Z to ,,ryOl' ..PRO``````s. rrirt11► C Z , 0 L a I.J � Ly I� {'r j I ROOM LEGEND I 101 VESTIBULE 102 NARTHEX 103 COFFEE 104 STAIR 2 105 ELEVATOR MACHINE ROOM 106 ELEV 107 COATRACK 108 COATRACK 109 GOATRAGK 110 COATRACK 111 COATRACK 112 ELECTRICAL 112A CHASE 113 SERVER 113A CHASE 114 STAIR 4 115 STAIR 5 11G SANCTUARY 117 CHANCEL 118 SACRISTY 11q TOILET 121 EAST CORRIDOR 122 WATER SERVICE AND 22q SPRINKLER RISER 123 TOILET 124 NURSERY 125 CLASSROOM 7 12G CLASSROOM G 127 CLASSROOM 5 128 CLASSROOM 4 12q FAMILY KITCHEN 130 STAIR 1 131 CLASSROOM 3 1 �? r.91 5 1JJ liLl-1�5KUUI'I G 134 BOYS 135 PRESCHOOL DIRECTOR'S U OFFICE 13G CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 13q PRESCHOOL VESTIBULE 140 ELECTRIC, SERVICE 141 GMA STORAGE 142 GRO55 MOTOR U ACTIVITIES AREA 143 144 145 14 147 148 150 151 152 153 155 15G 157 58 1G0 1G2 1G3 1G5 1G7 1Gq 171 172 l/4 175 201 202 203 205 2007 208 EXIT HALL OFFICE 2 PASTOR'S OFFICE SECRETARY'S OFFICE OFFICE 1 WORK ROOM LOBBY 2 LOBBY 1 STORAGE SMALL CONFERENCE ROOM JANITOR WOMEN KITCHEN STORAGE AND FOOD PANTRY MEN FOOD PANTRY CUSTOMER LOBBY STAIR 3 DISHWASHING EXIT KITCHEN CHAIR AND TABLE STORAGE WEST CORRIDOR FELLOWSHIP HALL PREP 1 PLATFORM PREP 2 WEST VESTIBULE PORTE-COCHERE BELL TOWER FAr,T ('()vFPFn \A/Al KWAY VVL�:)i UUVLKLU VVNLI\VVA1 CLOSET GLOSET GALLERY STAIR 2 PIPE ORGAN CASE MECHANICAL MECHANICAL CHOIR EAST CORRIDOR CHOIR ROOM 209 TOILET 210 G.E. CLASSROOM 2 211 G.E. CLASSROOM 3 212 G.E. CLASSROOM 1 213 TEEN AREA 214 STAIR 1 215 EAST ATTIC MECHANICAL AND STORAGE 21G WEST CORRIDOR 217 LIBRARY 218 CHR15T. ED, STORAGE 219 WORK ROOM 220 LARGE CONFERENCE ROOM 221 WOMEN 222 CHRIST. ED. STORAGE 223 MEN 224 OFFICE 3 GODLY PLAY 225 STAIR 3 22G OFFICE 4 CHRISTIAN EDUCATION 227 BRAILLE 228 OFFICE 5 CANTOR 22q A/V CONTROL ROOM 230 ADULT CLASSROOM 2 231 JANITOR 301 EAST ATTIC MECHANICAL O AND STORAGE 302 STAIR 1 303 WEST ATTIC MECHANICAL L� AND STORAGE 304 STAIR 3 61L I LNHA i C KUU1.1_ NWIL 2 1G5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1G8 PREP 2 1G9 VESTIBULE 170 REAR HALL AF 1/8' = 1"—O• PLAN NORTH TRUE NORTH U E W W Z Z W ro - U U) Z W 0 0 W J cc W/•�� Lid U 0 Z _ ca = r U 0 co LO a) Cn N(D Un � a NC: M (� N x M U- ZU) rn CY) L O M COC CZ D 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Notes: Connect 7 exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wail cap. OProvide radiation dampers in diffuser or grille located in fire rated assemblies. Provide fire dampers where ducts penetrate shaft wails. KEY PLAN i M a D Z 0V W tti A] ����►�nurrrrr i :� a' � Q CO ' n �02� Z. n n P R0%``,`` Z, 0 4 7 yi w 9 Lh w W a o I u', M 4 ,(0d. -I < i Q I { Z WW J� = �Q 5 rr cc< 0 U- U � 4 Z O L� � U r� General Nates: U W W 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his W work in a manner that will conform with the structure. Contractor 7 Z shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. Q C� i 2. Sheet metal supply ductwork in concealed spaces shall be Q insulated with 1.5 Ib density, fiberglass ductwrap. T 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting U) Engineers (317) 636-3941, prior to bidding, fabrication or W installation of equipment. J 4. Sheet metal transitions by Sheet Metal Contractor. C] C) 5. Refer to detail sheets M-20 thru M-22 for additional requirements O LO (D and information that apply to this project. C'7 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Notes: Connect 7 exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wail cap. OProvide radiation dampers in diffuser or grille located in fire rated assemblies. Provide fire dampers where ducts penetrate shaft wails. KEY PLAN i M a D Z 0V W tti A] ����►�nurrrrr i :� a' � Q CO ' n �02� Z. n n P R0%``,`` Z, 0 4 7 yi w 9 Lh w W a o I u', ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PA5TOR'5 OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q GOATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN llq TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY IG4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 IG5 FELLOWSHIP HALL -- 12G CLASSROOM Co lGG PREP 1 301 EAST ATTIC MECHANICAL 127 GLASSROOM 5 IG7 PLATFORM AND STORAGE 128 GLA55ROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN IGq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 1'37 ('.1121 (, 17'3 FACT (-,n\/FPFn WAI KWAY 1JJ ULA:DJKUU1'1 G 1/4 VVLJ I t UVLKLU YVALI\VVA I AL I LKIVA I L KUU11 IYAI'ILD 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 17G CLOSET 165 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 1/8 1._0. L r 1 Yy� PLAN NORTH TRUE NORTH U Z E Cr. W W Z rR e Z W Z � U J v/ m Z Q U W ° J cc W CalU Z U p CV C7 Cfl 4�t Q Q f� W�-i L1J Ir Q O v !.1_ � 4 2 General Notes: u m 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor U shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be -�•- .1. F insulated with 1.5 Ib density, fiberglass ductwrap. U W 3. If any questions arise concerning the HVAC requirements of W these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. Z 4. Sheet metal transitions by Sheet Metal Contractor. 0 5. Refer to detail sheets M-20 thru M-22 for additional requirements C{? and information that apply to this project. 0 G? T 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. U) Attic Plan Notes: W s Maximize headroom in attic walkways. Unless otherwise noted, install l� duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. Q0 OSeat duct penetration into return shaft air tight. Install fire damper at CY) attic floor level. OProvide 3Y2' concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. O Grease fan. Refer to M28, M29 and M30. Q Dish machine fan. Refer to M28, M29 and M30. KEY PLAN < S + i f i 4 T� a 0 ,`���tiunrrr�rrr .'s%% oo UJ `mo ?;'ted ze oz� o .•• • OF %"S C i i; U O U W L j 0 X Q 0 Q t- W W 101 VESTIBULE 102 NARTHEX 103 COFFEE 104 STAIR 2 105 ELEVATOR MACHINE ROOM 1OG, ELEV 107 COATRACK 108 COATRACK 109 COATRACK 110 COATRACK 111 COATRACK 112 ELECTRICAL 112A CHASE 113 SERVER 113A CHASE 114 STAIR 4 115 STAIR 5 11G SANCTUARY 117 CHANCEL 118 SACRISTY 119 TOILET 121 EAST CORRIDOR 122 WATER SERVICE AND 222 SPRINKLER R15ER 123 TOILET 124 NURSERY 125 CLA55ROOM 7 12G CLA55ROOM G 127 CLA55ROOM 5 128 CLASSROOM 4 129 FAMILY KITCHEN 130 STAIR 1 131 CLASSROOM 3 1) ('"IO C, ROOM LEGEND EXIT 209 TOILET HALL 210 G.E. CLASSROOM 2 OFFICE 2 211 G.E. CLASSROOM 3 PASTOR'S OFFICE 212 G.E. CLA55ROOM 1 SECRETARY'S OFFICE 213 TEEN AREA OFFICE 1 214 STAIR 1 WORK ROOM 215 EAST ATTIC MECHANICAL LOBBY 2 AND STORAGE LOBBY 1 21G WEST CORRIDOR STORAGE 217 LIBRARY SMALL CONFERENCE 218 CHRIST. ED. STORAGE ROOM 219 WORK ROOM JANITOR 220 LARGE CONFERENCE WMEN U ROOM KITCHEN STORAGE AND 221 WOMEN FOOD PANTRY 222 CHRIST. ED. STORAGE MEN 223 MEN FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY LOBBY 225 STAIR 3 STAIR 3 220 OFFICE 4 CHRISTIAN DISHWASHING EDUCATION EXIT 227 BRAILLE KITCHEN 228 OFFICE 5 CANTOR CHAIR AND TABLE 229 A/V CONTROL ROOM STORAGE 230 ADULT CLASSROOM 2 WEST CORRIDOR 231 JANITOR FELLOWSHIP HALL -- PREP 1 301 EAST ATTIC MECHANICAL PLATFORM AND STORAGE PREP 2 302 STAIR 1 WEST VESTIBULE 303 WEST ATTIC MECHANICAL PORTE-COCHERE AND STORAGE BELL TOWER 304 STAIR 3 FACT ('.O\/FPFn WAI KWAY U m IL ILw z O C U) L U cc G7 w (. z z cfl w ' v < U U) F- _ w J m oco co _ F Iz U) m c:z N�� W - o LL (L co LL o (3)- z� � C) s > C13 M Lu • U) R IL ILw m� O C z L U G7 N Cy) cfl Q < C) z w -j w _ F Iz Z Q T- v J o LL (L z� � C) > _ �co — U� w ~ LJ W � � = Q o 0 U) 'S 0 0 a� <v ; ' ••oD•• 2 W ZQ _. 'll ` cri z 0 vi w CL � I co �1 c� LU —> 0 rt, w Q r- w w T- d d- ul I DOOM LEGEND I 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL C? a(D (D ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL These plans are diagramatic in nature, and do not represent install his LOBBY 225 STAIR 3 118 SACRISTY 159 STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET insulated with 1.5 Ib density, fiberglass ductwrap. STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 125 CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM L AND STORAGE 128 CLA55ROOM 4 1G8 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1G9 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 1'x,7 ('11P1 G 17'� FACT (-,n\/FPFn NAI KWAY 1JJ ULA00NUU11 G 1!4 VVE51 t-,VVLKLU VVALI\VVAI ALILKIIAIG RUU1I IIAI-ILO 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 17G CL05ET 1G5 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 139 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL boiler, etc... in mechanical attic. 141 GMA STORAGE 20G CHOIR Grease fan. Refer to M28, M29 and M30. 142 GROSS MOTOR 207 EAST CORRIDOR Dish machine fan. Refer to M28, M29 and M30. ACTIVITIES AREA 208 CHOIR ROOM AREA G ATTIC HVAG- -PPV PLAN NORTH TRUE NORTH 6m ,,,,,��+,iuurrrrr�r� Z 4, ; Co O .' a: Q r 4 •� , r E •z••,,..�,`��, PRQ,,t,`��� ''or.' m 1111, cif —b LU ° d' W Z Q R e Z Q W 0 Z Z W� Lu J m o� cn m m = � Z W Cq ���U- O �- U z�.�� C? a(D (D Cn Z �CO o CD e UJ nS UJ Z UJ [C� J U O Z 1UU1 S L p U m KEY PLAN i LW CV ,,,,,��+,iuurrrrr�r� ��. �, ,•....•,,.Nim .� , •' 4, ; Co O .' a: Q r 4 •� , r =•��i•. •z••,,..�,`��, PRQ,,t,`��� ''or.' m 1111, cif —b d' Q Q 0 Z W� Lu W = fr - Ir Q O U- Z U CD a Z o [C� J :D 1UU1 General Notes: m 1. These plans are diagramatic in nature, and do not represent install his T every necessary offset and lifting. Contractor shall _L work in a manner that will conform with the structure. Contractor (j shall avoid obstructions, preserve head room and maintain (IJP maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. UW 3. If any questions arise concerning the HVAC requirements of �f„ �! W rr these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or W (J) installation of equipment. L 4. Sheet metal transitions by Sheet Metal Contractor. Q � 5. Refer to detail sheets M-20 thru M-22 for additional requirements CSJ and information that apply to this project. O 0 T 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Nates: LIJ i Maximize headroom in attic walkways. Unless otherwise noted, Install O duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. (fl OSeal duct penetration into return shaft air tight. Install fire damper at CY) attic floor level. Provide 3Y2" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. t�4 Grease fan. Refer to M28, M29 and M30. Dish machine fan. Refer to M28, M29 and M30. KEY PLAN i LW CV a Z , O Cn UJ ` LK i4� j 1 1 F- L H - w O I- w 0� Q T- a- a- Q Cf) ,,,,,��+,iuurrrrr�r� ��. �, ,•....•,,.Nim .� , •' 4, ; 00 2 Zo .' a: Q r 4 •� , r =•��i•. •z••,,..�,`��, PRQ,,t,`��� ''or.' m 1111, cif —b a Z , O Cn UJ ` LK i4� j 1 1 F- L H - w O I- w 0� Q T- a- a- Q Cf) Pumps Mark System Served Taco Model Connection Size (inch) Pump Type Flow Rate (gpm) Head (ft w.g-) Power (hp) Impeller Diameter (inch) Electrical Connection Remarks Voltage (V) Phase (0) Starter By: Disconnect By: P-1 Chilled Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-2 Chilled Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-3 Hot Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-4 Hot Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-131 Boiler #1 1611 *2" x 1%" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P -B2 Boiler #2 1611 1X2" x 1%" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P -B3 Boiler #3 1611 1Y2" x 1Y2" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 r-01+ oulltA 101 1 172 x i/2 nl-L.uIII- GD cu u.o 1+.0 IcU 1 ivlrn lwrn 1r P -B5 Boiler #5 1611 1Y2" x 1Y2' In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P-136 Boiler #6 1611 1Y2" x 1Y2" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 Notes: 1. Variable frequency drive. 2. Spring hangars. 3. VFD field installed by TCC. 4. Non -Overloading. Electric Heater Fan Coil Unit ...,. .. Terminal Outlets Electrical Connection Electrical Connection Flooded Mark Area Model Type Face Size (in:) Disconnect Remarks Remarks SD -1 Supply Diffuser SCD 140 Served 60 White 1,2,3 Voltage Supply Diffuser SCD 250 24 x 24 80 White 1,2,3 SD -3 Power (Watts) (ta Phase (0) MCA (A) 100 White EH -1 Varies Raywall E3313T2SRPW Wall Heater 1500 120 1 12.5 MFR 1,2 Notes: 1. Fan forced heater. 2. Integral single pole T-Stat. Notes: 1. Provide factory extended panel for any diffuser which is smaller than the grid in which it is installed. 2. Sound baffle by Sheet Metal Contractor. 3. Provide plaster frame for diffusers, registers and grilles installed in gypsum board. Variable Air Volume Box Fan Coil Unit ...,. .. Terminal Outlets Static Electrical Connection Flooded Mark Function Price Model Airflow Range (CFM) Face Size (in:) Neck Size (in.) Color Remarks SD -1 Supply Diffuser SCD 140 24 x 24 60 White 1,2,3 SD -2 Supply Diffuser SCD 250 24 x 24 80 White 1,2,3 SD -3 Supply Diffuser SCD 360 24 x 24 100 White 1,2,3 SD -4 Supply Diffuser SCD 470 24 x 24 120 White 1,2,3 m (W -g-) (V) (0) By: By: N VAV-1 SR -1 Supply Register 520 200 11 3/4 x 71/4 10 x 6 White 1,2,3 1 VAV-2 1st Floor East Wing VCCF 12 1540 .15 120 1 ER -1 Exhaust Register 530 275 13 3/4 x 13 3/4 12 x 12 White 1,2,3 120 1 MFR MFR 1 Voltage Wing MCA RG -1 Return Grille 80 500 13 3/4 x 13 3/4 12 x 12 By Architect 1,2,3 RG -2 Return Grille 80 1100 25 3/4 x 13 3/4 24x 12 By Architect 1,2,3 RG -3 Return Grille 80 2200 25 3/4 x 25 3/4 24 x 24 By Architect 1,2,3 RG -4 Return Grille 97 5000 31 3/4 x 73 3/ 30 x 72 By Architect 3 RG -5 Return Grille 97 1 3000 19 %4 x 73 3/4 18 x 72 By Architect 3 CSIA004 12.5 2500 2500 1.5 -3 50 16.0 DL -1 Drum Louver HCD1 1000 12 3/8 x 20 % 10 x 18 By Architect 773771 Notes: 1. Provide factory extended panel for any diffuser which is smaller than the grid in which it is installed. 2. Sound baffle by Sheet Metal Contractor. 3. Provide plaster frame for diffusers, registers and grilles installed in gypsum board. Variable Air Volume Box Fan Coil Unit ...,. .. ,, Tank Static Electrical Connection Flooded Unit # Taco System Air Volume Pressure Weight Served Space Trane (gal) Pressure (PSIG) (lbs) XT -1 CA -300 Hydronic Mark Served Model Volume Drop i m cnU N Remarks CD 0 (°F) (CFM) Sensible Voltage Phase Starter Disconnect co 0 O > 'K m (W -g-) (V) (0) By: By: N VAV-1 AHU-1 VCCF 14 2500 .15 120 1 MFR MFR 1 VAV-2 1st Floor East Wing VCCF 12 1540 .15 120 1 MFR MFR 1 VAV-3 2nd Floor East VCCF 10 960 .15 120 1 MFR MFR 1 Voltage Wing MCA MOCP Starter Disconnect 80 67 55 54.6 VAV-4 AHU-2 VCCF 12 1550 .15 120 1 MFR MFR 1 VAV-5 West Wing VCCF 12 1550 .15 120 1 MFR MFR 1 VAV-6 AHU-3 VCCF 12 1550 .15 120 171 MFR MFR 1 Notes: 1. NC -25 Expansion Tank Fan Coil Unit ...,. .. ,, Tank Acceptance Max Flooded Unit # Taco System Volume Volume Pressure Weight Served Model Served (gal) (gal) (PSIG) (lbs) XT -1 CA -300 Hydronic 79 79 50 978 Air Separator Fan Coil Unit ...,. .. ,, Opening Max Flow x Unit # Taco System Size Rate Remarks i Model Served (in.) (GPM) m AS -1 4904AD Hydronic 4 200 1,2 {Votes: . ,13NIE 121-4 construction. 2. ; 5°F maximum operating temperature. MAU-1 Fan Coil Unit ...,. .. ,, (CFM) CFM C� x o Preheat Performance 0 Reheating Performance Electrical Connection VVF'U i m U Trane U m a C7 Whase U o 5 atter U Mark U Indoor rn i m cnU N a CD 0 (°F) U Q Sensible N o C O co 0 O > 'K m X Q U O U N C z m U ti By: Phase IDSAC-1 18 2 = Q U Q CC UL MAU-1 MAU-2 Fan Coil Unit ...,. .. ,, (CFM) CFM C� x o Preheat Performance 0 Reheating Performance Electrical Connection VVF'U i -_ _ _- Cooling U Trane Nominal m Outside C7 Whase U o 5 atter U Mark U Indoor m i C' C N a CD 0 (°F) U Q Sensible N o C O co 0 O > 'K m U Q Mark Space Model U_ ¢ z m U ti By: Phase IDSAC-1 18 Sacristy LU CFM ( ) O U Q 2 Q ti EDB EWB LDB LWB X LL U Cc Q EDB Q Flow WPD Heating Voltage Phase MCA MOCP Starter Disconnect 80 67 55 54.6 38.3 7.7 192 MAU-2 AHU-2 Fan Coil Unit ...,. .. ,, (CFM) CFM C� x o Preheat Performance 0 Reheating Performance Electrical Connection VVF'U U -_ _ _- Cooling U Trane Nominal m Outside C7 Whase U o 5 atter U Mark U Indoor m i C' C N a CD C (°F) Total Sensible N (BTU/hr) C O co 0 O > 'K (V) U Q Mark Space Model U_ ¢ z ¢ U ti By: Phase IDSAC-1 18 Sacristy U CFM ( ) AHU-2 Fan Coil Unit ...,. .. ,, (CFM) CFM (��M (CFM) x o Preheat Performance 0 Reheating Performance Electrical Connection VVF'U U -_ _ _- Cooling U Trane Nominal m Outside Static Whase MCA MOCP 5 atter U Mark U Indoor Outdoor i C' (n CI N (°F) C (°F) Total Sensible N (BTU/hr) a) 0 v ro m (CFM) (V) U Q Mark Space Model X O U 2 Q ti By: Phase IDSAC-1 18 Sacristy U CFM ( ) 17,500 U Q 2 Q ti AHU-2 AHU-3 Make-up Air Unit Fan Coil Unit ...,. .. ,, (CFM) CFM (��M (CFM) . _---- � External Preheat Performance Cooling Performance Reheating Performance Electrical Connection VVF'U Goosing -_ _ _- Cooling tubLUti Trane Nominal X Outside Static Whase MCA MOCP 5 atter U Mark U Indoor Outdoor ca Total Tons (CFM) (W -g-) (°F) (°F) (°F) Total Sensible (Feet) (BTU/hr) a) c v, (GPM) m (CFM) (V) (0) WPD Mark Space Model X O U N (lbs) C By: Phase IDSAC-1 18 Sacristy U CFM ( ) 17,500 U Q 2 Q ti EDB EWB LDB LWB Flow WPD Cooling Cooling EDB LDB Flow WPD Heating Voltage Phase MCA MOCP Starter AHU-3 Make-up Air Unit Fan Coil Unit ...,. .. ,, (CFM) CFM (��M (CFM) . _---- � External Preheat Performance Cooling Performance Reheating Performance Electrical Connection VVF'U Goosing -_ _ _- Cooling tubLUti Trane Nominal Air Outside Static Whase MCA MOCP 5 atter Weight Mark Served Indoor Outdoor Capacity Total Tons (CFM) (W -g-) (°F) (°F) (°F) Total Sensible (Feet) (BTU/hr) Phase (°F) Total (GPM) (Feet) (CFM) (V) (0) WPD Mark Space Model Tons Volume Air Pressure (lbs) Remarks By: Phase IDSAC-1 18 Sacristy (CFM ) CFM ( ) 17,500 EDB LDB Flow WPD Heating EDB EWB LDB LWB Flow WPD Cooling Cooling EDB LDB Flow WPD Heating Voltage Phase MCA MOCP Starter Disconnect 80 67 55 54.6 38.3 7.7 192 137.8 (W.g-) ° (F) ° (F} (GPM) {Feet) (MBH) ° (F} ° (F) ° (F) ° (F} (GPM) (Feet) (MBH) (MBH) ° (F} ° (F) (GPM} (Feet} (MBH) (V) (QJ} 67 55 By: By: 7.7 192 MAU-1 East CSIA004 12.5 2500 2500 1.5 -3 50 16.0 1.8 143.8 91 75 55 54.8 34.4 12.3 142.0 99.9 50 80 8.0 1.8 81.3 208 3 23.9 50 MFR MFR 1550 1,2,3,4,5,6,7,8 MAU-2 West CSIA004 12.5 2500 2500 1.5 -3 50 16.0 1.8 143.8 91 75 55 54.8 34.4 12.3 142.0 99.9 50 80 8.0 1.8 81.3 208 3 23.9 50 MFR MFR 1550 1,2,3,4,5,6,7,8 Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=1800F, LWT=160°F. 2. 2" MERV 8 filters. 3. VFD field installed by TGC. 4. 2" double wall construction w/R-13 insulation. 5. MAU shall be mounted on spring isolators. 6. Three -Way control valves. 7. Dehumidification cycle. 8. Smoke detector. Aire Outside External Mirk Saace Trane Nominal Static _ . _ VolumAir -, Air Handling Unit Cooling Performance Heating Performance Electrical Connection Weight I Remarks Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=140°F, LWT=120°F. 2. 2" MERV 8 filters. 3. VFD (for balancing only) VFD field installed by TCC. 4. 2" double wall construction w/R-13 insulation. 5. AHU shall be mounted on spring isolators. 6. Three -Way control valves. 7. Dehumidification cycle. 8. Smoke detector. Ductless Split Heat Pump Fan Coil Unit ...,. .. ,, (CFM) CFM (��M (CFM) . _---- � tUti tVVti LLJti t_VVtt t -law VVF'U Goosing -_ _ _- Cooling tubLUti Cooling How V F' _.. Heating Voltage Whase MCA MOCP 5 atter rsconneci Mark Served Indoor Outdoor Capacity Capacity Tons (CFM) (W -g-) (°F) (°F) (°F) (°F) (GPM) (Feet) (BTU/hr) Phase (°F) (°F) (GPM) (Feet) (CFM) (V) (0) WPD (°F) 8y: By: (Feet) (MBH) (V) (V) EWT (Amps) By: Phase IDSAC-1 18 Sacristy KHS1872 CH1872 17,500 20,400 1.5 (MBH) (MBH) 1 8.1 Manufacturer 1,2,3 (MBH) 1,2,3 UH -2158 Attic S-180 2200 601 0 89.3 12.0 AHU-1 Sanctuary CSIA010 12.5 5000 2500 1.5 80 67 55 54.6 38.3 7.7 192 137.8 65 95 16.3 .46 162.7 208 3 23.9 50 MFR MFR 2160 1,2,3,4,5,6,7,8 AHU-2 Sanctuary CSIA010 12.5 5000 1550 1.5 80 67 55 54.6 38.3 7.7 192 137.8 65 95 16.3 .46 162.7 208 3 23.9 50 MFR MFR 2160 1,2,3,4,5,6,7,8 AHU-3 Fellowship Hall CSIA012 15 6000 1550 1.5 80 67 55 54.5 46.1 9.2 231.2 165.4 65 95 19.6 .7 195.2 208 3 23.4 50 MFR MFR 2405 1,2,3,4,5,6,7,8 Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=140°F, LWT=120°F. 2. 2" MERV 8 filters. 3. VFD (for balancing only) VFD field installed by TCC. 4. 2" double wall construction w/R-13 insulation. 5. AHU shall be mounted on spring isolators. 6. Three -Way control valves. 7. Dehumidification cycle. 8. Smoke detector. Ductless Split Heat Pump Fan Coil Unit Elite Model Energy Input (MBH) Air Performance Electrical Connection Heating Performance (Hot Water) Electrical Connection Electrical Connection AHU Air Volume Area Sanyo Sanyo Cooling Heating Nominal Airflow (CFM) Remarks 180 12 120 OAL-1 Mark Served Indoor Outdoor Capacity Capacity Tons (CFM) Disconnect Remarks EDB LDB Model Model (BTU/hr) (BTU/hr) Phase MGA Voltage Phase (0) MCA (CFM) (ft) Flow WPD (°F) (°F) (GPM) (Feet) (MBH) (V) (V) EWT (Amps) By: Phase IDSAC-1 18 Sacristy KHS1872 CH1872 17,500 20,400 1.5 524 208 1 8.1 Manufacturer 1,2,3 Notes: 1. Provide flooded drain pan interlock. 2. Line voltage to outdoor unit. Unit Heater Fan Coil Unit Elite Model Energy Input (MBH) Air Performance Electrical Connection Heating Performance (Hot Water) Electrical Connection Mark AHU Air Volume Static Pressure Size Mark Space Trane Volume Model (CFM) Remarks 180 12 120 OAL-1 MAU-2 70 2500 .025 96x12 Soffit 1,2 LWT Model (CFM) EDB LDB Flow WPD Total eatin t(91 Voltage Phase MGA MOCP Disconnect Model (CFM) (ft) Flow WPD (°F) (°F) (GPM) (Feet) (MBH) (V) (0) EWT Heating By: Phase UH -215A Attic S-180 2200 60 89.3 12.0 .6 70.0 120 1 4.5 15 MFR 1,2,3 UH -2158 Attic S-180 2200 601 0 89.3 12.0 .6 70.0 120 1 4.5 15 MFR 1,2,3 Notes: 1. Heating EWT=180°F, LWT=160°F. 2. Provide spring isolation hangars. 3. Provide flexible pipe connectors. Louver - Intake Fan Coil Unit Elite Model Energy Input (MBH) Air Efficiency Cooling Performance (Chilled Water) Heating Performance (Hot Water) Electrical Connection Mark AHU Price Volume Static Pressure Size Type Remarks Flow Served Model (CFM) (in w.c.) 180 12 120 OAL-1 MAU-2 70 2500 .025 96x12 Soffit 1,2 Notes: 1. Aluminum construction. 2. Insect screen. Notes: 1. Provide 1" throwaway filters. 2. Provide auxiliary drain pan. 3. Provide automatic air vent for coil. 4. Wired thermostat. 5. Flooded condensate drain pan interlock. 6. Bottom stamped return and front quad supply grille. ,dit=li = -:aeflUeO 'NKILrl =1UU`N !..'ISSkUaiIIVH. Chiller Fan Coil Unit Elite Model Energy Input (MBH) Energy Output (MBH} Efficiency Cooling Performance (Chilled Water) Heating Performance (Hot Water) Electrical Connection Max WPD (ft w.c.) Electrical Connection Weight (lbs) Air Voltage (V) (V) MOCP (A) B-1 Cooling Flow Evap Trane 25 150 180 12 120 Mark Trane Nominal Capacity Rate WPD WPD EWT LWT W eight e g t Remarks 12 120 15 265 Mark B-3 Volume Rows Remarks (BTU/hr) Model (CFM) (ft) Flow WPD EWT EWT Total Sensible Flow WPD EWT EWT Heating Voltage Phase 12 120 Starter Disconnect 1,2,3,4,5 B-5 (V) (0) MGA (GPM) (Fr) (°F) (°F) Cooling Cooling (GPM) (Fr) (°F) (°F) Capacity (V) (0) MCA MOCP By: By: 400 MFR MFR 5384 1,2,3,4,5,6 (MBH) (MBH) (MBH) FCU-### FCC 02 250 2 1.22 8.63 45 55 5.93 4.38 1.22 7 140 120 12.28 120 1 .75 15 MFR MFR 1,2,3,4,5 A FCU-### FCC 03 275 4 1.96 7.16 45 55 9.54 6.57 1.96 6.07 140 120 18.85 120 1 1 15 MFR MFR 1,2,3,4,5 B FCU-### FCC 04 340 4 2.62 13.78 45 55 12.8 8.53 2.62 11.32 140 120 23.99 120 1 1.25 15 MFR MFR 1,2,3,4,5 C FCU-### FCC 06 550 4 3.87 7.19 45 55 19.1 13.15 3.87 6.43 140 120 37.42 120 1 1.75 15 MFR MFR 1,2,3,4,5 D FCU-### FCC 08 670 4 4.57 10.96 45 55 22.54 15.27 4.57 9.62 140 120 46.29 120 1 2.13 15 MFR MFR 1,2,3,4,5 E FCU-### FCC 10 1035 3 6.33 11.56 45 55 31.0 22.04 6.33 11.04 140 120 62.23 120 1 2.75 15 MFR MFR 1,2,3,4,5 F FCU-### FCD 06 565 4 3.9 7.8 45 55 19.4 13.3 3.5 5.7 140 120 29.6 120 1 1.75 15 MFR MFR 1,3,4,5,6 G FCU-### FCD 10 930 4 6.1 22.1 45 55 29.9 20.1 6.0 18.3 140 120 49.1 120 1 1.9 15 MFR MFR 1,3,4,5,6 H Notes: 1. Provide 1" throwaway filters. 2. Provide auxiliary drain pan. 3. Provide automatic air vent for coil. 4. Wired thermostat. 5. Flooded condensate drain pan interlock. 6. Bottom stamped return and front quad supply grille. ,dit=li = -:aeflUeO 'NKILrl =1UU`N !..'ISSkUaiIIVH. Chiller Mark Elite Model Energy Input (MBH) Energy Output (MBH} Efficiency Flow Rate (GPM) EWT (°F) LWT (°F) Max WPD (ft w.c.) Electrical Connection Weight (lbs) Remarks Voltage (V) (V) MOCP (A) B-1 Cooling Flow Evap Strainer 25 150 180 12 120 Mark Trane Nominal Capacity Rate WPD WPD EWT LWT W eight e g t Remarks 12 120 15 265 1,2,3,4,5 B-3 EL -399 Model Tons (BTU/hr) (GPM) (ft) (ft) (OF) (°F) Voltage Phase 1,2,3,4,5 B-4 Starter Disconnect (lbs) 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-5 (V) (0) MGA MOCP By: By: 180 12 CH -1 CGAM080F2 80 925200 184 13.5 15.9 55 45 208 3 357.6 400 MFR MFR 5384 1,2,3,4,5,6 Notes: 1. R41 0 -A refrigerant. 2. Low ambient operation (down to 0°F) 3. Integral freeze protection to -20F. 4. Elastomeric vibration isolators. 5. Dual circuits, 4 stages/circuit. 6. Provide heat trace freeze protection for all exposed piping. Boiler- High Efficiency Mark Elite Model Energy Input (MBH) Energy Output (MBH} Efficiency Flow Rate (GPM) EWT (°F) LWT (°F) Max WPD (ft w.c.) Electrical Requirements Weight (lbs) Remarks Voltage (V) (V) MOCP (A) B-1 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-2 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-3 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-4 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-5 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-6 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 Notes: 1. Gas pressure regulator by Manufacturer (4.6714" min/max wg @D full load). 2. 4" PVC combustion air intake and flue with concentric vent thru roof by MC. 3. Install on 3.5" concrete housekeeping pad. 4. 5:1 turndown ratio. 5. Provide boiler controller for at least 8 boilers with the following functions: 5.1. Lead Lag 5.2. Outdoor air reset 5.3. Boiler efficiency optimization Exhaust Fan Schedule "1 �'' �7- a Electrical C U U w 0 t- Q Connection a- d W Area Greenheck Airflow Static Pressure Weight Mark Served Model (CFM) (in. w.g.) (lbs) Remarks Voltage Phase Power (V) (0) (Watts) EF -1 Toilet SP -B110 75 0.25 120 1 80 40 1,2,3,4,5 EF -2 Toilet CSP -.4390 ` 300 0.50 120 1 144 21 1,2,2,4.5,8 Toriet CSP-.ti700 i 450 1.70 i 120 1 350 + 34 '..-..3.4,5,8 Notes: 1. Gravity back draft damper by ran MFR- ?, direct drive with solid state speed controller. 3. -isconnect .y in �iiFR_ L. =an shall operate ;rcm "vall :;wrtcn. �. :Iroviae wail cap. P­.'mt _o .1131cn :xter_ior. 3. Provide vibration lsoration hangers. C) C Z CnE cc W Z • Z W Z ro � U F_ _ J U C Z W U W ° J cc /W ro ia•i O Zro x _ U pN rn D o� T N � r (2C)C: M LL Z U) O CL M M U) a_ �V` )� D f0 LLL a V (4-1) '14- "1 �'' �7- a I C U U w 0 t- Q w w = a- d W Balance valve 1 Combination test plug (typ.) 2 -Way temperature 1/2 " shut-off valve for vent control valve Union (typ.) Heating/Cooling Coil LJ _ Shut-off valve (typ.) E-- Drain Strainer Notes: 0 Automatic flow control valve. 2Q Full size bypass to be used during boil out. n ­:.._a:__ `--, _1.._ Slope drain to edge of Q enclosure near door. 1 Provide with screwed cap on end. Air -Cooled Chiller Pressure gauge (typ.) 1/4" Ball valve (typ.) �. Building exterior wall Thermometer (typ.) –__4 Architectural screen —",F Furnish aluminim jacket over insulation for all exposed CHWS & CHWR. Verify minimum Butterfly valve (typ.) Locate in attic. n Threaded cap Sweat or brazed joie /-- P/T test plug PfT test plug Threaded cap Sweat or brazed joint U Z W Z K Z W Z J f�f U U) Z w 0 U W ° J M W 0 C Z`° U 0 a1 t- `s O M Q1 N � U) V t N o � —�j M U_ Z Cn O CL (13 O C U n ,,tililli!!l11,, � N M O 14.E k. • •�oo•• ••. 2 ; A. d' d 'Olt, "02 J O 3 Q y-1 a 0[ o Z J � Q U LL (3 Z J a W m� o z v U Q 2 U� w W W� CO Z Qo = � O o aLO p ,,tililli!!l11,, � 14.E k. • •�oo•• ••. 2 ; A. d 'Olt, "02 J O 3 ••PROF 'llllllllllltil�`,` V attic 2r me waw I manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 3. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. Schematic Plan Nates: (D Provide 3 -Way control valves. I ) Valve off chilled water `o this zone. Chilled Nater is provided for future �jse, and should not be provided 'o ISH -21 SA or UH -21 `_:B. ( ` FOU- 105 and PCU -;12 shall be cooling only. 1 ( Irovide 2.5 Gallon chemical shot feeder. Refer to detail sheet M20 for details. 1 • t» 6 Z N W a W ze V Z W 0 - Z t° v J U z LU O U W J IM W ro U O c z(0 V p N CO O Q Q Z W� W ~� T-Q U o Z Q O Q�J m 2 2�J3 H U� w w W� ~ Z U) Qo � 0 0 0 n CY) � 3 O 0 Q r1 l T-14 I U LLJ F- W W Q = : 0 V 101 VESTIBULE 102 NARTHEX 103 COFFEE 104 STAIR 2 105 ELEVATOR MACHINE ROOM 1OG ELEV 107 COATRACK 108 GOATRACK 10q COATRACK 110 COATRACK 111 COATRACK 112 ELECTRICAL 112A CHASE 113 SERVER 113A CHASE 114 STAIR 4 115 STAIR 5 116 SANCTUARY 117 CHANCEL 118 SACRISTY 11q TOILET 121 EAST CORRIDOR 122 WATER SERVICE AND 1(o-3 SPRINKLER RISER 123 TOILET 124 NURSERY 125 CLASSROOM 7 12G CLASSROOM G 127 CLASSROOM 5 128 CLASSROOM 4 12q FAMILY KITCHEN 130 STAIR 1 131 CLASSROOM 3 1 '�? r.0 G 1JJ i�Ll-155KVVl'I G 134 BOYS 135 PRESCHOOL DIRECTOR'S 201 OFFICE 13G CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 13q PRESCHOOL VESTIBULE 140 ELECTRIC SERVICE 141 GMA STORAGE 142 GROSS MOTOR ACTIVITIES AREA BOOM LEGEND 143 EXIT 144 HALL 145 OFFICE 2 146 PASTOR'S OFFICE 147 SEGRETARY'S OFFICE 148 OFFICE 1 14q WORK ROOM 150 LOBBY 2 151 LOBBY 1 152 STORAGE 153 SMALL CONFERENCE 21q ROOM 154 JANITOR 155 WOMEN 15G KITCHEN STORAGE AND 222 FOOD PANTRY 157 MEN 158 FOOD PANTRY CUSTOMER 225 LOBBY 15q STAIR 3 160 DISHWASHING 1G1 EXIT 1G2 KITCHEN 1(o-3 CHAIR AND TABLE 230 STORAGE 1G4 WEST CORRIDOR 165 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 168 PREP 2 1Gq WEST VESTIBULE 171 PORTE-COCHERE 172 BELL TOWER 17`i FAFT r,n1/FPFn WAi KWAY 1/4+ VVL:DI UUVLr\LV VVALI\VVA1 175 CLOSET 17G CLOSET 201 GALLERY 202 STAIR 2 203 PIPE ORGAN CASE 204 MECHANICAL 205 MECHANICAL 20G CHOIR 207 EAST CORRIDOR 208 CHOIR ROOM 209 TOILET 210 G.E. CLASSROOM 2 211 G.E. CLASSROOM 3 212 G.E. CLASSROOM 1 213 TEEN AREA 214 STAIR 1 215 EAST ATTIC MECHANICAL AND STORAGE 216 WEST CORRIDOR 217 LIBRARY 218 CHRIST. ED, STORAGE 21q WORK ROOM 220 LARGE CONFERENCE ROOM 221 WOMEN 222 CHRIST. ED. STORAGE 223 MEN 224 OFFICE 3 GODLY PLAY 225 STAIR 3 22G OFFICE 4 CHRISTIAN EDUCATION 227 BRAILLE 228 OFFICE 5 CANTOR 229 A/V CONTROL ROOM 230 ADULT CLASSROOM 2 231 JANITOR 301 EAST ATTIC MECHANICAL AND STORAGE 302 STAIR 1 303 WEST ATTIC, MECHANICAL AND STORAGE 304 STAIR 3 NL I LKHA I L I UU1'1 I` AI IL �D 1G5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 168 PREP 2 1Gq VESTIBULE 170 REAR HALL ARE 1 ow . 0 .. A, .. I. J.—O" PLAN NORTH TRUE NORTH U Z cc W a W Z Z W Z m U Cl) Z W U W J c _ Cal O Zca L U p C\1 CV C) It Co Q Q Q WW LLl CC General Notes: cc Q O U 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his LL work in a manner that will conform with the structure. Contractor 0 shall avoid obstructions, preserve head room and maintain V maximum clearance without additional cost to the owner. Z 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of pul these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment.Z 4. Sheet metal transitions by Sheet Metal Contractor. U cc 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. _ 6. Provide T -Stats for each zone of heating or cooling. Submit W T-Stat location for Engineers review prior to installation. W Cc 1 st Floor Plan Notes ~ O Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for W U) condensate drain routing. Z Route refrigerant linesets up and into roof structure, horizontally to Q exterior wall. j 0 Provide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails. Line inside of return air chase with flat black, nonfibrous, acoustic duct W liner. 3: OPiping not shown entering chase for clarity. Route pipe up thru chase C:) to attic and appropriate manifold system. co ORecess mount EH -1 centered over interior vestibule doors. +9'-0". Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. 9� Provide fire dampers where ducts penetrate shaft walls. 10 10"0 aluminum, dish machine exhaust up. KEY PLAN C, C? (D (Z) Cl) tD � �m Z U, L p M C13 o c (n U) m L 0- C 00 v � o � ••tet "> La W '� ,L'yor PREF •�``, b F- W W ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 � <I AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 every necessary offset and fitting. Contractor shall install his FOOD PANTRY 222 GHR15T. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL Q LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN llq TOILET 160 DISHWASHING these documents, please contact John Oberlies Consulting EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR 0 SPRINKLER RISER 163 CHAIR AND TABLE 2291 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 165 FELLOWSHIP HALL -- 12G CLA55ROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 1291 FAMILY KITCHEN l6q WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTS-GOCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 1-i') C191 C, 17', FACT r,()1/FPFn \A/A1 K\A/AY 1.7J 134 ULAS:DKUU1'1 G BOYS 1/4 175 VVL�Di UUVLKLL) VVALI\VVAI CLOSET ALILKHAIL KUVI'1 IYAI'ILD 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 DEAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM AREA i 1/8' = 1'-0' 0 19 PLAN NORTH TRUE NORTH m V Z E W CL W Z K e Z W Z P J U � m Z W 0 U W J W in U 0 Z U 0 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Notes: `.'J Connect T' exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. QProvide radiation dampers in diffuser or grille located in fire rated assemblies. Provide fire dampers where ducts penetrate shaft walls. OExtend Fabric Duct approximately 16' as shown as part of Alt -A3, if accepted. KEY PLAN i _ 4 O Z 0 V W RJ `,��su�urrrrrrr tV (Y) v to llqt rrrrrrerrt�it>'�`�� ����'•, Q Q z 0 „ Z W � J W � �°- CE: � <t W U- � <I Z ®Q� [[g U OC General Notes: U rW UJ 1. These plans are diagramatic in nature, and do not represent cc every necessary offset and fitting. Contractor shall install his W work in a manner that will conform with the structure. Contractor head Z shall avoid obstructions, preserve room and maintain maximum clearance without additional cost to the owner. Q r 2. Sheet metal supply ductwork in concealed spaces shall be Q Cfl insulated with 1.5 Ib density, fiberglass ductwrap. T 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting L9 Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. W 4. Sheet metal transitions by Sheet Metal Contractor. 0 C7 5. Refer to detail sheets M-20 thru M-22 for additional requirements n � and information that apply to this project. co 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Notes: `.'J Connect T' exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. QProvide radiation dampers in diffuser or grille located in fire rated assemblies. Provide fire dampers where ducts penetrate shaft walls. OExtend Fabric Duct approximately 16' as shown as part of Alt -A3, if accepted. KEY PLAN i _ 4 O Z 0 V W RJ ., W w cn `,��su�urrrrrrr v ••PREF rrrrrrerrt�it>'�`�� ����'•, ., W w cn z 0 „ W w ., W w cn VESTIBULE NARTHEX COFFEE STAIR 2 ELEVATOR MACHINE ROOM ELEV COATRACK COATRACK COATRACK COATRACK COATRACK ELECTRICAL CHASE SERVER CHASE STAIR 4 STAIR 5 SANCTUARY CHANCEL SACRISTY TOILET EAST CORRIDOR WATER SERVICE AND SPRINKLER RISER TOILET NURSERY CLASSROOM i CLASSROOM G CLASSROOM 5 CLASSROOM 4 FAMILY KITCHEN STAIR I CLASSROOM 3 r,ipI LEGEND EXIT HALL OFFICE 2 PASTOR'S OFFIGE SECRETARY'S OFFICE OFFICE 1 WORK ROOM LOBBY 2 LOBBY I STORAGE SMALL CONFERENCE ROOM JANITOR WOMEN KITCHEN STORAGE AND FOOD PANTRY MEN FOOD PANTRY CUSTOMER LOBBY STAIR 3 DISHWASHING EXIT KITCHEN CHAIR AND TABLE STORAGE WEST CORRIDOR FELLOWSHIP HALL PREP 1 PLATFORM PREP 2 WEST VESTIBULE PORTE--000HERE BELL TOWER FAc,T (',O\/FPFn WAI KWAY 1.11 v.1 1 _I 1\!1'101 11 VVI\1 1\VVL11 TOILET G.E. CLASSROOM 2 G.E. CLASSROOM 3 G.E. CLASSROOM 1 TEEN AREA STAIR 1 EAST ATTIC MECHANICAL AND STORAGE WEST CORRIDOR LIBRARY GHRIST. ED, STORAGE WORK ROOM LARGE CONFERENCE ROOM WOMEN CHRIST. ED. STORAGE MEN OFFICE 3 GODLY PLAY STAIR 3 OFFICE 4 GHRISTIAN EDUCATION BRAILLE OFFICE 5 CANTOR A/V CONTROL ROOM ADULT CLASSROOM 2 JANITOR EAST ATTIC, MECHANICAL AND STORAGE STAIR I WEST ATTIC, MECHANICAL AND STORAGE STAIR 3 d Z cc W Z 3 W Z J Z V cnW -j cc .0 a m CD o rte) cli o � � co L CD - Z ) ui rn o C,, (Zcn OC (D �n cui3 iz, NA L 4 Fi �v ad �hhi z O 1 1 � � N Li a CL 1 I BOOM LEGEND 101 VESTIBULE 102 NARTHEX 103 COFFEE 104 STAIR 2 105 ELEVATOR MACHINE ROOM lOG ELEV 107 GOATRACK 108 COATRACK l0q GOATRACK 110 GOATRACK 111 GOATRACK 112 ELECTRICAL 112A CHASE 113 SERVER 113A CHASE 114 STAIR 4 115 STAIR 5 11G SANCTUARY 117 GHANGEL 118 SACRISTY 11q TOILET 121 EAST CORRIDOR 122 WATER SERVICE AND 22q SPRINKLER RISER 123 TOILET 124 NURSERY 125 CLASSROOM 7 12G CLASSROOM G 127 CLASSROOM 5 128 CLASSROOM 4 12q FAMILY KITCHEN 130 STAIR 1 131 CLASSROOM 3 IJJ UL/1D�DKVV11 G 134 BOYS 135 PRESCHOOL DIREGTOR'S OFFICE 13G CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 13q PRESCHOOL VESTIBULE 140 ELECTRIC SERVICE 141 GMA STORAGE 142 GROSS MOTOR ACTIVITIES AREA 143 144 145 14G 147 48 150 152 153 155 15G 158 1GO lGi 1G2 1G3 1G5 1G7 1Gq 171 172 17-� 1/4 175 17G 201 202 203 204 205 20G 208 EXIT HALL OFFICE 2 PASTOR'S OFFICE SECRETARY'S OFFICE OFFICE 1 WORK ROOM LOBBY 2 LOBBY 1 STORAGE SMALL CONFERENCE ROOM JANITOR WOMEN KITCHEN STORAGE AND FOOD PANTRY FOOD PANTRY CUSTOMER LOBBY STAIR 3 DISHWASHING EXIT KITCHEN CHAIR AND TABLE STORAGE WEST CORRIDOR FELLOWSHIP HALL PREP 1 PLATFORM PREP 2 WEST VESTIBULE PORTE-COGHERE BELL TOWER FACT r.r\«PFn WAi KWAY VVL'01 UUVLKLV YVALI\VVA I GLOSET CLOSET GALLERY STAIR 2 PIPE ORGAN CASE MECHANICAL MECHANICAL CHOIR EAST CORRIDOR CHOIR ROOM 20q TOILET 210 G.E. CLASSROOM 2 211 C.E. CLASSROOM 3 212 G.E. CLASSROOM 1 213 TEEN AREA 214 STAIR 1 215 EAST ATTIC MECHANICAL AND STORAGE 21G WEST CORRIDOR 217 LIBRARY 218 GHRIST. ED. STORAGE 21q WORK ROOM 220 LARGE CONFERENCE ROOM 221 WOMEN 222 CHRIST. ED. STORAGE 223 MEN 224 OFFICE 3 GODLY PLAY 225 STAIR 3 22G OFFICE 4 CHRISTIAN EDUCATION 227 BRAILLE 228 OFFICE 5 CANTOR 22q A/V CONTROL ROOM 230 ADULT CLASSROOM 2 231 JANITOR 301 EAST ATTIC MECHANICAL AND STORAGE 302 STAIR 1 303 WEST ATTIC MECHANICAL AND STORAGE 304 STAIR 3 NL I L Kr g I L K V VI"I IVAI'IL J 1G5 FELLOWSHIP HALL lGG PREP 1 1G7 PLATFORM 1G8 PREP 2 1Gq VESTIBULE 170 REAR HALL AREA G ATTIC IiVAG PLAN EN PLAN NORTH TRUE NORTH Z u) E X W a Z Z W 0 Z J U 0 Z W 0 V Cl) J CCW m 0 Z U o oco N Cl) T CO (7 N om Cj �m- Z U) M� U) M� KEY PLAN Q N M CU Q O 1 C Q 0W W� J s W � Q LL U � Gl Z W General Notes. op 1. These plans are diagramatic in nature, and do not represent T every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor -J... U jj shall avoid obstructions, preserve head room and maintain T I�}� maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. r , V W 3. If any questions arise concerning the HVAC requirements of W these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements Q and information that apply to this project. T 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes: �] � (D Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as passible, and prior to piping. Transitions and offsets LO by Sheetmetal Contractor. Cfl 2U Seal duct penetration into return shaft air tight. Install fire damper at attic floor level. I`3 Provide 3Y2" concrete housekeeping pad under each air handier, tank, boiler, etc... in mechanical attic. O Grease fan. Refer to M28, M29 and M30. O Dish machine fan. Refer to M28, M29 and M30. KEY PLAN Q w w O 1 C 0W s w w Pumps Mark System Served Taco Model Connection Size (inch) Pump Type Flow Rate (gpm) Head (ft W.g,} Power (hp) Impeller Diameter (inch) Electrical Connection Remarks Voltage (V) Phase (0) Starter By: Disconnect By: P-1 Chilled Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-2 Chilled Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-3 Hot Water KV3009 3"x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-4 Hot Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P -B1 Boiler #1 1611 1Y2" x 1f2" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P-132 Boiler#2 1611 1%2" x 1%2" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P-63 Boiler #3 1611 1%2" x 1%2" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 r -134r ouuGt err 101 1 172 X 172 a1-01 lu J eU 0.0 IeV I 1virn 1Wrn <+ P-135 Boiler#5 1611 11/2'' x 1112" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P-136 Boiler#6 1611 1'/2' x 1f" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 Notes: 1. Variable frequency drive. 2. Spring hangars. 3. VFD field installed by TCC. Refer to spec section 262923. 4. Non -Overloading. 2 Electric Heater Mark Elite Model Terminal Outlets Electrical Connection Electrical Connection Flooded Mark Area Model Type Airflow Range (CFM) Disconnect Remarks Color Remarks SD -1 Supply Diffuser SCD Served 140 24 x 24 60 Voltage 1,2,3 SD -2 Supply Diffuser SCD 0 250 24 x 24 80 Power (Watts) (V) Phase (0) MCA (A) SCD (CFM) EH -1 Varies Raywall E3313T2SRPW Wall Heater 1500 120 1 1 12.5 MFR 1,2,3 Notes: 1. Fan forced heater. 2. Integral single pole T-Stat. Q 3. Recessed mounting kit. Notes: 1. Provide factory extended panel for any diffuser which is smaller than the grid in which it is installed. 2. Sound baffle by Sheet Metal Contractor. 3. Provide plaster frame for diffusers, registers and grilles installed in gypsum board. Variable Air Volume Box Mark Elite Model Terminal Outlets Static Electrical Connection Flooded Mark Function Price Model irPressure Airflow Range (CFM) Face Size (in.) Neck Size (in.) Color Remarks SD -1 Supply Diffuser SCD (PSIG) 140 24 x 24 60 White 1,2,3 SD -2 Supply Diffuser SCD 0 250 24 x 24 80 White 1,2,3 SD -3 Supply Diffuser SCD (CFM) 360 24 x 24 100 White 1,2,3 SD -4 Supply Diffuser SCD MCA 470 24 x 24 120 White 1,2,3 By: C ' VAV-1 AHU-1 VCCF 14 2500 .15 120 1 SR -1 Supply Register 520 Space 200 11 3/4 x 71/4 10 x 6 White 1,2,3 = Q c°v Manufacturer VAV-2 Wing VCCF 12 1540 .15 ER -1 Exhaust Register 530 MFR 275 13 3/4 x 13 3/4 12 x 12 White 1,2,3 Flow 120 1 MFR MFR 1 Flow Wing Total Heating RG -1 Return Grille 80 16.3 500 133/4x 133/4 12 x 12 By Architect 1,2,3 RG -2 Return Grille 80 120 1100 25 3/4 x 13 3/4 24 x 12 By Architect 1,2,3 RG -3 Return Grille 80 .15 2200 25 3/n x 25 3/4 24 x 24 By Architect 1,2,3 RG -4 Return Grille 97 1550 5000 31 3/ x 73 3/ 30 x 72 By Architect 3 RG -5 Return Grille 97 MFR 3000 19 3/ x 73 3/4 18 x 72 By Architect 3 15 6000 1550 1.5 80 67 55 (MBH) 46.1 DL -1 Drum Louver HCD1 65 1000 12 3/8 x 20 3/ 10 x 18 By Architect 3 Notes: 1. Provide factory extended panel for any diffuser which is smaller than the grid in which it is installed. 2. Sound baffle by Sheet Metal Contractor. 3. Provide plaster frame for diffusers, registers and grilles installed in gypsum board. Variable Air Volume Box Mark Elite Model Z Tank Static Electrical Connection Flooded Unit # Taco System irPressure Volume Pressure Weight Served Space Trane (gal) (gal) (PSIG) (lbs) XT -1 CA -300 Hydronic Mark 79 50 Volume 0 LL 0 - o Remarks M Served Model (CFM) Drop Voltage Phase Starter Disconnect Q G U) MCA (V) (Wg.) (V) (0) By: By: C ' VAV-1 AHU-1 VCCF 14 2500 .15 120 1 MFR MFR 1 Space 1 st Floor East U a O (MBH) = Q c°v Manufacturer VAV-2 Wing VCCF 12 1540 .15 120 1 MFR MFR 1 VAV-3 2nd Floor East VCCF 10 960 Flow 120 1 MFR MFR 1 Flow Wing Total Heating Voltage .15 95 16.3 Starter Disconnect (lbs) VAV-4 AHU-2 VCCF 12 1550 .15 120 1 MFR MFR 1 VAV-5 West Wing VCCF 12 1550 .15 120 1 MFR MFR 1 VAV-6 AHU-3 VCCF 12 1550 .15 120 1 MFR MFR 1 Notes: 1. NC -25 Expansion Tank Mark Elite Model Z Tank Acceptance Max Flooded Unit # Taco System Volume Volume Pressure Weight Served Model Served (gal) (gal) (PSIG) (lbs) XT -1 CA -300 Hydronic 79 79 50 978 Air Separator Mark Elite Model Z Opening Max Flow O Unit # Taco System Size Rate Remarks m rn > X Mode! Served (in.) (GPM) , AS -1 4904AD Hydronic 4 200 1,2 .votes: 1. ASME ' _5 # construction. _. 75° hiaxlmum vperGlting 'einperawre. lip MAU-1 Mark Elite Model Z CFM (CFM) (CFM) CFM O C: U v I_- m L0Q n c O U) Ua)_ o v c S m rn > X _ _ _. - Cooling CUti LUfj row , Outside C0 Nhase U MOCP xo Disconnect 1 . 1 0 C 0 LL 0 - o - M ' X (°F) Weight {GPM) (Feet) (BTU/hr) (BTU/hr) U Q G U) MCA (V) ,> C � ¢ u_ C ' WPD (OF) (°F) (V) (Feet) , OU 2 X caU Space O U a O (MBH) = Q c°v Manufacturer Model ¢ ti CFM (CFM) Pressure 0 Q cc u_ Total EDB EWB LDB LWB Flow WPD MAU-1 MAU-2 Mark Elite Model Z CFM (CFM) (CFM) CFM O C: U v I_- m L0Q n c O U) Ua)_ o v c S m rn > X _ _ _. - Cooling CUti LUfj row , Outside C0 MAU-2 x.o Mark Elite Model Z CFM (CFM) (CFM) CFM O U Preheat Performance 0 Reheating Performance Electrical Connection CIO _ _ Cooling _ _ _. - Cooling CUti LUfj row , Outside C0 Nhase U MOCP xo Disconnect 1 . 1 0 C m 0) LL Q) Q - a) Q U - . c X ' X (°F) Weight {GPM) (Feet) (BTU/hr) (BTU/hr) U Q (GPM) U) MCA (V) (0) Disconnect 1: ¢ u_ x.o Mark Elite Model Z CFM (CFM) (CFM) CFM O U Preheat Performance 0 Reheating Performance Electrical Connection CIO _ _ Cooling _ _ _. - Cooling CUti LUfj row , Outside Voltage Nhase MCA MOCP xo Disconnect 1 . 1 0 Capacity Trane O U Disconnect CJ (W•g.) ("F) ' X (°F) Weight {GPM) (Feet) (BTU/hr) (BTU/hr) U Q (GPM) U) MCA (V) (0) Disconnect 1: ¢ u_ C ' WPD (OF) (°F) (V) (Feet) , OU 2 C•"U Mark Space AHU-2 AHU-3 Make-up Air Unit Mark Elite Model Energy Input (MBH} CFM (CFM) (CFM) CFM ---- . External Preheat Performance Cooling Performance Reheating Performance Electrical Connection VVF'U _ _ Cooling _ _ _. - Cooling CUti LUfj row , Outside Voltage Nhase MCA MOCP xo Disconnect 1 . 1 0 Capacity Trane O U Disconnect CJ (W•g.) ("F) m (°F) Weight {GPM) (Feet) (BTU/hr) (BTU/hr) (OF) (°F) (GPM) U) MCA (V) (0) Disconnect EWT By: By: C ' WPD (OF) (°F) (V) (Feet) (Amps) OU 2 C•"U Mark Space CH1872 17,500 a Air (MBH) F208 Remarks c°v Manufacturer Model ¢ ti CFM (CFM) Pressure EDB LDB Flow WPD Total EDB EWB LDB LWB Flow AHU-3 Make-up Air Unit Mark Elite Model Energy Input (MBH} CFM (CFM) (CFM) CFM ---- . External Preheat Performance Cooling Performance Reheating Performance Electrical Connection VVF'U _ _ Cooling _ _ _. - Cooling CUti LUfj row Air Outside Voltage Nhase MCA MOCP Starter Disconnect 1 . 1 Capacity Capacity Trane Nominal Soffit Disconnect Static (W•g.) ("F) ("F) (°F) Weight {GPM) (Feet) (BTU/hr) (BTU/hr) (OF) (°F) (GPM) (Feet) MCA (V) (0) Disconnect EWT By: By: ft/min WPD (OF) (°F) (V) (Feet) (Amps) (V) 2 SAC -i 18 Mark Space CH1872 17,500 Volume Air (MBH) F208 Remarks 8.1 Manufacturer Model Tons CFM (CFM) CFM (CFM) Pressure EDB LDB Flow WPD Total EDB EWB LDB LWB Flow WPD Total Sensible EDB LDB Flow WPD Total Heating Voltage Phase 95 16.3 Starter Disconnect (lbs) 3 23.9 50 MFR MFR 2160 1,2,3,4,5,6,7,8 (W.g.) (°F) (°F) (GPM) (Feet) Heating (°F) (°F) (°F) (°F) (GPM) (Feet) Cooling Coaling (OF) (°F) ; (GPM) (Feet) .46 (v) (0) MCA MOCP By: By: MFR 2160 1,2,3,4,5,6,7,8 AHU-3 Fellowship Hall GSIA012 15 6000 1550 1.5 80 67 55 (MBH) 46.1 9.2 231.2 165.4 65 95 (MBH) (MBH) 195.2 208 3 23.4 (MBH) MFR MFR 2405 1,2,3,4,5,6,7,8 Casing to be HTL equivalent to 12 gauge duct wall to control breakout. Silencer comes with 90 deg elbow duct on the outlet and 30" diameter round connection on the inlet. SA -3 1 AHU-2 MAU-1 East CSIA004 12.5 2500 2500 1.5 -3 50 16.0 1.8 143.8 91 75 55 54.8 34.4 12.3 142.0 99.9 50 80 8.0 1.8 81.3 208 3 23.9 50 MFR MFR 1550 1,2,3,4,5,6,7,8 MAU-2 West CSIA004 12.5 2500 2500 1.5 -3 50 16.0 1.8 143.8 91 75 55 54.8 34.4 12.3 142.0 99.9 50 80 8.0 1.8 81.3 208 3 23.9 50 MFR MFR 1550 1,2,3,4,5,6,7,8 Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=180°F, LWT=1600F. 2. 2" MERV 8 filters. 3. VFD field installed by TCC Refer to spec section 262923.D 4. 2" double wall construction w t s a id ' 2 5. MAU shall be mounted on spring isolators. 6. Three -Way control valves. 7. Dehumidification cycle. 8. Smoke detector. Air Outside External Trane Nominal Static Mark Space _ Volume Air Air Handling Unit Cooling Performance F Heating Performance Electrical Connection Weight I Remarks Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=140°F, LWT=120°F. 2. 2" MERV 8 filters. 3. VFD (for balancing only) VFD field installed by TCC Refer to spec section 26292�3D 4. 2" double wall construction w/R-13 insulation. S. AHU shall be mounted on spring isolators. 6. Three -Way control valves. 7. Dehumidification cycle. 8. Smoke detector. Ductless Split Heat Pump Mark Elite Model Energy Input (MBH} CFM (CFM) (CFM) CFM ---- . EUti tWfj LUki L.Wd How VVF'U _ _ Cooling _ _ _. - Cooling CUti LUfj row Served Heating Voltage Nhase MCA MOCP Starter Disconnect 1 . 1 Capacity Capacity l Nominal Tons Airflow (CFM) Soffit Disconnect Remarks (W•g.) ("F) ("F) (°F) (OF) {GPM) (Feet) (BTU/hr) (BTU/hr) (OF) (°F) (GPM) (Feet) MCA (V) (0) Disconnect EWT By: By: ft/min WPD (OF) (°F) (V) (Feet) (Amps) (V) 2 SAC -i 18 Sacristy KHS1872 CH1872 17,500 20,400 (MBH) (MBH) F208 1 8.1 Manufacturer (MBH) in wg 63 125 250 500 1000 UH -215A Attic AHU-1 Sanctuary CSIA010 12.5 5000 2500 1.5 80 67 55 54,6 38.3 7.7 192 137.8 65 95 16.3 .46 162.7 208 3 23.9 50 MFR MFR 2160 1,2,3,4,5,6,7,8 AHU-2 Sanctuary CSIA010 12.5 5000 1550 1.5 80 67 55 54.6 38.3 7.7 192 137.8 65 95 16.3 .46 162.7 208 3 23.9 50 MFR MFR 2160 1,2,3,4,5,6,7,8 AHU-3 Fellowship Hall GSIA012 15 6000 1550 1.5 80 67 55 54.5 46.1 9.2 231.2 165.4 65 95 19.6 .7 195.2 208 3 23.4 50 MFR MFR 2405 1,2,3,4,5,6,7,8 Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=140°F, LWT=120°F. 2. 2" MERV 8 filters. 3. VFD (for balancing only) VFD field installed by TCC Refer to spec section 26292�3D 4. 2" double wall construction w/R-13 insulation. S. AHU shall be mounted on spring isolators. 6. Three -Way control valves. 7. Dehumidification cycle. 8. Smoke detector. Ductless Split Heat Pump Mark Elite Model Energy Input (MBH} Air Performance Electrical Connection Electrical Connection LWT (°F) Electrical Connection AHU Air volume Static Pressure Sanyo Sanyo Cooling Heating Served Model (CFM) (in w.c.) Generated Noise Mark Area Served Indoor Outdoor Capacity Capacity l Nominal Tons Airflow (CFM) Soffit Disconnect Remarks Capacity Volume Remarks WPD (°F) Model Model (BTU/hr) (BTU/hr) Flow WPD Voltage Phase(0) O) MCA MCA MOCP Disconnect EWT (in) cfm ft/min WPD (OF) (°F) (V) (Feet) (Amps) (V) 2 SAC -i 18 Sacristy KHS1872 CH1872 17,500 20,400 1,5 524 F208 1 8.1 Manufacturer 1,2 Notes: 1. Provide flooded drain pan interlock. 2. Line voltage to outdoor unit. Unit Heater Mark Elite Model Energy Input (MBH} Air Performance Electrical Connection Electrical Connection LWT (°F) Mark AHU Air volume Static Pressure Size Type Remarks Trane Served Model (CFM) (in w.c.) Generated Noise Weight 120 OAL-1 MAU-2 70 2500 .025 96x12 Soffit Mark Space Capacity Volume Remarks WPD (°F) Model (CFM) EDB LDB Flow WPD Total Heating Voltage Phase MCA MOCP Disconnect EWT (in) cfm ft/min WPD (OF) (°F) (GPM) (Feet) Phase (V) (0) Starter Disconnect By: Remarks B-5 (V) (0) W (in) H (in) (°F) (°F) Cooling {MBH} in wg 63 125 250 500 1000 UH -215A Attic S-180 2200 60 89.3 12.0 .6 70.0 120 1 4.5 15 MFR 1,2,3 UH -215B Attic S-180 2200 60 89.3 12.0 .6 70.0 120 1 4.5 15 MFR 1,2,3 Notes: 1. Heating EWT=180'F, LWT=160°F. 2. Provide spring isolation hangars. 3. Provide flexible pipe connectors. Louver - Intake Mark Elite Model Energy Input (MBH} Air Cooling Performance (Chilled Water) Heating Performance (Hot Water) Electrical Connection LWT (°F) Mark AHU Price volume Static Pressure Size Type Remarks Flow Served Model (CFM) (in w.c.) Generated Noise Weight 120 OAL-1 MAU-2 70 2500 .025 96x12 Soffit 1,2 Notes: 1. Aluminum construction. 2. Insect screen. Sound Attenuators Mark Elite Model Energy Input (MBH} Face Cooling Performance (Chilled Water) Heating Performance (Hot Water) Electrical Connection LWT (°F) Max WPD (ft w.c.) Dynamic Insertion Loss / Air Voltage (v) (V) Trane Nominal Dimension Flow Trane Strainer Silencer P.D. incl. Generated Noise Weight 120 Tag Qty Fan B-2 Length Flow Velocity P'D' System Capacity Vibro-Acoustics WPD WPD (°F) Mark (lbs) Volume Rows Remarks 380.6 Model (CFM) (ft) Flow System EWT EWT (in) cfm ft/min WPD Effects EWT Heating Voltage Phase 180 12 Starter Disconnect Model Remarks B-5 (V) (0) W (in) H (in) (°F) (°F) Cooling in wg in wg 63 125 250 500 1000 2000 4000 8000 By: By: SA -1 1 AHU-1 32 32 78 5000 703 0.17 0.24 10 16 30 33 41 29 20 17 RD -LV -FA 1,2,3,4,5,6 FCU-### FCC 02 250 2 1.22 8.63 45 53 43 36 34 39 38 29 27 L11848 1.75 Casing to be NTL equivalent to 12 gauge duct wall to control breakout. 30" diameter round connections both ends. SA -21 MFR AHU-1 32 32 144 5000 -703 0.18 4,24 19 29 50 55 54 46 26 22 RED -LV -FA 1,2,3,4,5,6,7 120 1 1 15 MFR MFR 1,2,3,4,5 B FCU-### FCC 04 53 44 41 45 48 46 34 28 L11848 11,32 Casing to be HTL equivalent to 12 gauge duct wall to control breakout. Silencer comes with 90 deg elbow duct on the outlet and 30" diameter round connection on the inlet. SA -3 1 AHU-2 32 32 78 5000 703 0.17 0.24 10 16 1 1 30 33 41 29 20 17 RD -LV -FA 1;2,3 4 5 6 3.87 6.43 140 120 37.42 120 1 1.75 15 MFR 53 43 36 34 39 38 29 27 L11848 45 Casing to be HTL equivalent to 12 gauge duct wall to control breakout. 30" diameter round connections both ends. SA -4 1 AHU-2 32 32 144 5000 -703 0.18 0,24 19=2950 MFR MFR 55 54 46 26 22 RED-MHV-FA 1,2,3,4,5,6,7 11.56 45 55 31.0 22.04 6.33 11.04 140 120 62.23 531 1 2.75 45 48 46 34 28 L11848 FCD 06 Casing to be HTL equivalent to 10 gauge duct wall to control breakout. Silencer comes with 90 deg elbow duct on the outlet and 30" diameter round connection on the inlet. SA -5 fi AHU-3 32 32(40) 120 6000 844 0.16 0.27 14 2$ 39 50 50 41 35 25 RED-MHV-FA 1,2,3,4,5,6,7 FCU-### FCD 10 930 4 6.1 22.1 45 55 29.9 20.1 61 41 34 32 35 32 20 22 L11848 MFR RLP Elbow Silencer: duct dimension 32 x 32, outside casing dimension 32 x 40. Casing to be HTL equivalent to 12 gauge duct wall to control breakout. SA -6 1 AHU-3 40 20 70 6000 -1080 0.23 0.3 i i 17 28 1 29 33 22 15 13 RD-MLV-FE 1,2,3,4,5,6 53 47 44 47 48 45 34 24 L11848 Casing to be HTL equivalent to 14 gauge duct wall to control breakout. SA -7 1 MAU-1 22 22 126 2500 744 O.Q7 0.1 11 20 34 34 37 22 16 14 RD-MHV-FG 1,2,3,4,5,6 50 31 25 23 25 21 10 13 L11848 Silencer comes with 20" diameter round connections on both ends. SA -8 T- 1 MAU-2 18 18 126 2500 1111 0.07 0.1 8 17 28 31 32 2fl 17 15 RD -HV -FC 1,2,3,4,5,6 53 42 35 33 36 33 22 21 L11848 Silencer comes with 16" diameter round connection on both ends. SA -9 1 MAU-1 18(30) 18(30) 150 1540 684 0.11 0.15 18 41 50 50 50 50 49 35 ERRED-MLV-F1 11,2,3,4,5,6,7 45 23 18 16 23 15 10 16 L11848 Extended Width RLP Elbow Silencer: duct dimension 18 x 18 comes with 16" diameter round connection on both ends, outside casing dimension 30 x 30. Casing to be HTL equivalent to 8 gauge duct wail to control breakout. SA -10 17 MAU-1 16(28) 16(28) 150 1000 562 0,1 0.13 21 39 50 50 50 50 50 44 EXRED-LV-F8 1 2 3 4 5 6 7 47 31 27 28 21 14 13 21 L11848 Extended Width RLP Elbow Silencer: duct dimension 16 x 16 comes with 14" diameter round connection on both ends, outside casing dimension 18 x 18. Casing to be HTL equivalent to 18 gauge duct wall to control breakout. SA -11 1 MAU-2 16(36) 16(40) 66 1550 872 0:15 0.21 20 32 42 46 47 45 35 27 EXRED-UULV-FC 1,2,:3,4,5.6,7 51 36 30 28 ?9 26 19 23 L11848 aended'rVidth RLP 15 cyeg ibo'rr t,ilencer: 1uct cimension 6- 6. ,utslde casing aimension 136:, -10, �,,onnections size -,4" diameter both Finds. dotes: Length shown for .>Ibow silencers Is canter length. _. /eioc ! r:hown is =1 for.varn flow) )r reverse ilow) s defined by .AST1\J = t7 7- )6a. 3_ Pressure drop, dynamic Insertion ions and self venerated noise Per AST'vi `477-06a. 4. Maximum pressure drop with system affects = silencer Pressure drop per .ASTiV1 E4 7 -06a - system effects for nearby duct elements. 1 :PD ?eclanguiar 1'issrative. Fan Coil Unit Mark Elite Model Energy Input (MBH} Energy OutputRemarks (MBH) Cooling Performance (Chilled Water) Heating Performance (Hot Water) Electrical Connection LWT (°F) Max WPD (ft w.c.) Electrical Connection Air Voltage (v) (V) Trane Nominal Gaoling Flow Trane Strainer EWT LWT 180 Weight 120 15 265 1,2,3,4,5 B-2 EL -399 399 Mark Model Tons Capacity Rate WPD WPD (°F) Mark (lbs) Volume Rows Remarks 380.6 Model (CFM) (ft) Flow WPD EWT EWT Total Sensible Flow WPD EWT EWT Heating Voltage Phase 180 12 Starter Disconnect 265 1,2,3,4,5 B-5 (V) (0) (GPM) (FT) (°F) (°F) Cooling Cooling (GPM) (FT) (°F) (°F) Capacity (V) (0) MCA MOCP By: By: 357.6 400 MFR MFR 5384 1,2,3,4,5,6 (MBH) (MBH) (MBH) FCU-### FCC 02 250 2 1.22 8.63 45 55 5.93 4.38 1.22 7 140 120 12.28 120 1.75 15 MFR MFR 1,2,3,4,5 A FCU-### FCC 03 275 4 1.96 7.16 45 55 9.54 6.57 1.96 6.07 140 120 18.85 120 1 1 15 MFR MFR 1,2,3,4,5 B FCU-### FCC 04 340 4 2.62 13.78 45 55 12.8 8.53 2.62 11,32 140 120 23.99 120 1 1.25 15 MFR MFR 1,2,3,4,5 C FCU-### FCC 06 550 4 3.87 7.19 45 55 19.1 13.15 3.87 6.43 140 120 37.42 120 1 1.75 15 MFR MFR 1,2,3,4,5 D FCU-### FCC 08 670 4 4.57 10.96 45 55 22.54 15.27 4.57 9.62 140 120 46.29 120 1 2.13 15 MFR MFR 1,2,3,4,5 E FCU'### FCC 10 1035 3 6.33 11.56 45 55 31.0 22.04 6.33 11.04 140 120 62.23 120 1 2.75 15 MFR MFR 1,2,3,4,5 F FCU-#'" FCD 06 565 4 3.9 7.8 45 55 19.4 13.3 3.5 5.7 140 120 29.6 120 1 1.75 15 MFR MFR 1,3,4,5,6 G FCU-### FCD 10 930 4 6.1 22.1 45 55 29.9 20.1 6.0 18.3 140 120 49.1 120 1 1.9 15 MFR MFR 1,3,4,5,6 H Notes: 1. Provide 1" throwaway filters. 2. Provide auxiliary drain pan. 3. Provide automatic air vent for coil. 4. Wired thermostat. 5. Flooded condensate drain pan interlock. 6. Bottom stamped return and front quad supply grille. Chiller Mark Elite Model Energy Input (MBH} Energy OutputRemarks (MBH) Efficiency Flow Rate (GPM) EWT (°F) LWT (°F) Max WPD (ft w.c.) Electrical Connection Weight (lbs) Voltage (v) (V) Trane Nominal Gaoling Flow Evap Strainer EWT LWT 180 Weight 120 15 265 1,2,3,4,5 B-2 EL -399 399 Mark Model Tons Capacity Rate WPD WPD (°F) (°F) (lbs) Remarks EL -399 399 380.6 (BTU/hr) (GPM) (ft) (ft) 12 120 Voltage Phase MCA MOCP Starter Disconnect 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-5 (V) (0) 380.6 95.4 By: By: 180 12 CH -1 GGAM080F2 80 925200 184 13.5 15.9 55 45 208 3 357.6 400 MFR MFR 5384 1,2,3,4,5,6 Notes: t. R41 0 -A refrigerant. 2. Low ambient operation (down to 0°F) 3. Integral freeze protection to -20F. 4. Elastomeric vibration isolators. 5. Dual circuits, 4 stages/circuit. 6. Provide heat trace freeze protection for all exposed piping. Boiler- High Efficiency Mark Elite Model Energy Input (MBH} Energy OutputRemarks (MBH) Efficiency Flow Rate (GPM) EWT (°F) LWT (°F) Max WPD (ft w.c.) Electrical Requirements Weight (lbs) Voltage (v) (V) MOCP (A) B-1 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-2 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-3 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-4 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-5 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-6 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 Notes: 1. Gas pressure regulator by Manufacturer (4.5/14" min/max wg @ full load). 2. 4" PVC combustion air intake and flue with concentric vent thru roof by MC. 3. Install on 3.5" concrete housekeeping pad. 4. 5:1 turndown ratio. 5. Provide boiler controller for at least 8 boilers with the following functions: 5.1. Lead Lag 5.2. Outdoor air reset 5.3. Boiler efficiency optimization Exhaust Fan Schedule Electrical Connection Weight Area Greenheck Airflow Static Pressure Mark Served Model (CFM) (in. w.g.) (lbs) Remarks Voltage Phase Power (V) (0) (Watts) EF -1 Toilet SP -8110 75 0.25 120 1 80 10 1,2,3,4,5 c Toilet CSP -A390 300 0.50 120 1 l i _ I-oilet 1 cSP-:x700 -450 ].:;0 j ;40 350 34 _',3, F,S, i ' Notes: 1. Gravily back draft damper 5y Fan MFR. _. Direct drive ,,with !.olid state speed controller. �. - an snail k newue :;wacn. provide Phint -xterior. �3, provide vibration :soiation hangers. 6 Z E W a Z 0 Z W 0 - Z m ° J Z W U W J W cu U Z m L y U p N 0) rn m m Q� � N � 65 vco (Vo - (VCO 70 U) zN� � � p M r `,�►�ur>fitrrrrrr 8,? A.Q= C13• w Cc,Z .� .o o Pgo%o0�` rrrrr�►i m � tri Z r r 0 in LJ Uj Elf ^' a. a i oil i.11 i w i-- -� � w 0 � w � Q = � D � --- HWS 4------ H W R 0 0 To ZE 2-5 r-, —" V , + To ZE 2-4 To ZE 2-3 To ZE 2-2 To ZE 2-1 To ZE 1-7 To ZE 1-6 To ZE 1-5 To ZE 1-4 To ZE 1-3 To ZE 1-2 �---- HWS I I �----- H W R I a u East Wing Manifold Schematic Scale: None r, To ZE 1-1 To ZE 3-1 To ZW 2-6 Mo ZW 2-5 To ZW 2-4 To ZW 2-3 To ZW 2-2 To ZW 2-1 To ZW 1-5 To ZW 1-4 To ZW 1-3 To ZW 1-2 To ZW 1-1 0 2 West Wing Manifold Schematic M23 Scale: None C HWS --- -� CHWR CHWS --� CHWR —T East Wing Zone Zone Name Units Served ZE 3-1 FCU -301 ZE 1-1 FCU -124 FCU -127 FCU -126 FCU -129 FCU -128 FCU -131 FCU -132 West Wing Z nes, FCU -136 ZE 1-2 FCU -102A ZE 1-3 FCU -125 FCU -147 FCU -127 ZE 1-4 FCU -129 FCU -155 FCU -131 FCU -1 63 FCU -133 FCU -1028 FCU -135 FCU -156 FCU -137 ZE 1-5 FCU -121 ZE 1-6 FCU -142 ZE 1-7 FCU -105 FCU -217 FCU -112 FCU -223 ZE 2-1 FCU -208 FCU -201 B FCU -210 FCU -220 FCU -212 ZE 2-2 FCU -201A ZE 2-3 FCU -211 FCU -228 FCU -213 ZE 2-4 FCU -207 ZE 2-5 Unit Heaters West Wing Z nes, Zone Name Units Served ZW 3-1 FCU -303 ZW 1-1 FCU -147 FCU -153 FCU -155 FCU -1 63 ZW 1-2 FCU -1028 ZW 1-3 FCU -156 ZW 1-4 FCU -162 ZW 1-5 FCU -164 ZW 2-1 FCU -217 FCU -223 FCU -227 ZW 2-2 FCU -201 B ZW 2-3 FCU -220 FCU -224 ZW 2-4 FCU -226 FCU -228 FCU -230 ZW 2-5 ZW 2-6 FCU -229 FCU -216 M General Notes: 1. This sheet is schematic in nature, and does not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberiies Consulting Engineers (317) 636-3941 prior to bidding, fabrication or installation of equipment. 3. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. Schematic Plan Notes. L'J Typical, two position, motorized, three-way valve. Valves shall operate together. When the supply valve is in the chilled water position, the return valve shall also be in the chilled water position. When the supply valve is in the hot water position, the return valve shall also be in the hot water position. d oc W a W Z 0 Z W Z J Vi m Z w O U Cl) J c _ W ro in O Z � t o CO M, ED N GO+� CD NC: M � O -(3)j M 11 Z�j `ern L aLD C'M CO 171 ti C N attic 1 M MINE FCU -163 General Notes: 1. This sheet is schematic in nature, and does not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. if any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 3. Refer to detail sheets M-24 thru M-22 for additional requirements and information that apply to this project. Schematic Plan Notes: Provide 3 -Way control valves. outdoors U ccn Z E W d W Z • W 0 — Z ro J U /Am Z W a U Cl) —J ir LL% m CDv 0 c Z m Z t U ^O N N M O (0 It Q Q Z J Q � 0 U Z Q J m 2 U fL, U� w W WE U)Z = Qo F— O ^ T VnVJr^ Ui IJ 0 Q aM C-) M, V CD O cD (D �C')cu- z = N m o C, CoC" � ro NE L a P -- U w 7 O D: CL w f— Q O w w -T- V) V) i LU ■ aC FCU -163 General Notes: 1. This sheet is schematic in nature, and does not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. if any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 3. Refer to detail sheets M-24 thru M-22 for additional requirements and information that apply to this project. Schematic Plan Notes: Provide 3 -Way control valves. outdoors U ccn Z E W d W Z • W 0 — Z ro J U /Am Z W a U Cl) —J ir LL% m CDv 0 c Z m Z t U ^O N N M O (0 It Q Q Z J Q � 0 U Z Q J m 2 U fL, U� w W WE U)Z = Qo F— O ^ T VnVJr^ Ui IJ 0 Q aM C-) M, V CD O cD (D �C')cu- z = N m o C, CoC" � ro NE L a P -- U w 7 O D: CL w f— Q O w w -T- V) V) V S 7 HVAC Building Section M5 Scale: None S 6 HVAC Building Section M27 Scale: None S HVAC Building Section M27 Scale: None S 4 HVAC Building Section M27 Scale: None S HVAC Building Section M27 Scale: None S 5 HVAC Building Section M27 Scale: None S HVAC Building Section M27 Scale: None 6 P -A cc W W Z a W a Z J r� r / z O U W m E Z3 r U m LU e M CO CO o� CD N U) h T(B N O a m N X Z `-" rn o� Q(D U) M� V, ,���µutrrrrrr�� Nioo ��.� �, ... b'•: :w� A.W �2 k'11 syyO 11 r11111l110l 1.)1) L/1- D�DKUUI1 G ROOM LEGEND BOYS 135 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA IOG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 1Oq COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST, ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET IGO DISHWASHING EDUCATION 121 EAST CORRIDOR IG1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 12G, CLASSROOM G 1GOG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 IG7 PLATFORM AND STORAGE 128 CLASSROOM 4 1GB PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1G9 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 1',7 r.121 �, 17',i FACnT r.0N/F1?Fn WAI KWAY 1.)1) L/1- D�DKUUI1 G 134 BOYS 135 PRESCHOOL DIRECTOR'S 201 OFFICE 13G CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 13q PRESCHOOL VESTIBULE 140 ELECTRIC SERVICE 141 GMA STORAGE 142 GROSS MOTOR Llj }— ACTIVITIES AREA 1/4 YYG'Ji UUVLKLU VVALI\VVNt 175 CLOSET 17G CLOSET 201 GALLERY 202 STAIR 2 203 PIPE ORGAN CASE 204 MECHANICAL 205 MECHANICAL 20G CHOIR 207 EAST CORRIDOR 208 CHOIR ROOM AL i LKHA I L KUUQ 11911F_ �D 165 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1G8 PREP 2 1Gq VESTIBULE 170 REAR HALL 101 101 U r 1 �` 1 ` � "' ♦ � ffff+ i 2"W PLAN NORTH TRUE NORTH V �I Fire Protection service. Extend to 3-0" beyond bldg. line. See site utility plan for continuation. Gas service by local utility co. RPZBP 4"W rA 2"Domestic water serve. Extend to 6-0" beyond bldg. line. See site utility plan for continuation. 4"Fir Extel bldg. �_ 1 • A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fiffings or running threads. Plan Note's. Provide 4"W up to water closet. Provide 2"W up to floor drain. Provide 2"W/V up. t�4 Provide i2. up. Provide 4"W up to cleanout. U Provide 3"W up to mop sink. WeTWuptoflo,up to floor sink. 2 heater above lavatory, aboveceiling. RouteT&P e down in wall behind lavatory. Stub -out wall below nect to lav's tailpiece, upstream of p -trap, using a ured fitting. See detail #6/P14. 9 Provide waste and water connections from sink to dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. i 1 i"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1 "Condensate line down in wail. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. KEY PLAN d Z W a W Z W Z ro J w 0) m Z W O U W mU O Z ro _ t U 10) N M O Q 0� a Z W0Z� w � U LL Z Q DQ�( J m 2 U rr Imo' U� w W Cc W� � Z = Q � f— I� CD O ^ T Vn ^ V'J IJ o p aLO M C, M N T M �o C- �MLL zCY) o C, Y CU OC U) LZ n T3 d ,`/l/llltffff/f�f •' aD '•% 2 CD �aZ O 0 p� oz.• O 3 ti••••.......•• F�, p IIR+OS%16" �j% V (q-� r � i' U W F- O Llj }— W w X a_ Q 0 = (1) Z O „ cn W fi ff (q-� r � i' U W F- O Llj }— W w X a_ Q 0 = (1) lJ.) ULWDDK LAI G I !/'+ VVL 5 1 1,UV CKCIJ YVALI\ YA J I AL I L KHA I L KUU11 IYAi'IL i t'2 A M/'1 I/ I- .'SIC ! , -1 -1 ALTE�1\1ATf 22 6"Salnitary waste. Extend to 5-0" beyond bldg. line. See site utility plan / for continuation. !Y 2"W Inl N_ L T F R N_A 'T 2 2 a ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 159 STAIR 3 22G OFFICE 4 CHRISTIAN 119 TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 12G CLASSROOM 6 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 169 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 DELL TOWER 304 STAIR 3 1`A,,) r,IRI 5 17'11 FA(;T ('.()\/FPFn WAI KNAJAY lJ.) ULWDDK LAI G I !/'+ VVL 5 1 1,UV CKCIJ YVALI\ YA J I AL I L KHA I L KUU11 IYAi'IL i t'2 A M/'1 I/ I- .'SIC ! , -1 -1 ALTE�1\1ATf 22 6"Salnitary waste. Extend to 5-0" beyond bldg. line. See site utility plan / for continuation. !Y 2"W Inl N_ L T F R N_A 'T 2 2 a IJJ ULA- )ZDNUU11 G ROOM LEGEND BOYS 135 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1OG, ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 GHR15TIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G,2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 105 FELLOWSHIP HALL -- 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1GB PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 1'',7 (.91 C, 17-� FAC -,T (',(1\/FRFn WAI KWAY IJJ ULA- )ZDNUU11 G 134 BOYS 135 PRESCHOOL DIRECTOR'S 201 OFFICE 13G CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 13q PRESCHOOL VESTIBULE 140 ELECTRIC, SERVICE 141 GMA STORAGE 142 GROSS MOTOR ACTIVITIES AREA 1/4 VVLZ)I I�UVLKCU VVALI\VVAI 175 CLOSET 17G CLOSET 201 GALLERY 202 STAIR 2 203 PIPE ORGAN CASE 204 MECHANICAL 205 MECHANICAL 20G CHOIR 207 EAST CORRIDOR 208 CHOIR ROOM NL I LKHA I L KUUI'I 14AI"IL O 1G5 FELLOWSHIP HALL 1G PREP 1 1G7 PLATFORM 1GB PREP 2 1Gq VESTIBULE 170 REAR HALL 6 3"W up 3 3 3 J"CW & J"HW from below. 3"CW &"HW min. 18" cover. .. �' J\�► 1 3"Grease 4 -Grease I- 2"Grease 6"W 4"Grease ZZN PLAN NORTH TRUE NORTH ----- -- -- v 7 - CI <1 I I I I I I General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, paneiboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. Plan Notes: (D Provide 4"W up to water closet. OProvide 2"W up to floor drain. Provide 2"W/V up. Provide 12"WN up. Provide 4"W up to cleanout. Provide 3"W up to mop sink. *e3"W up to floor sink. 2 heater above lavatory, above ceiling. RouteT&P e down in wall behind lavatory. Stub -out wall below nect to lav's tailpiece, upstream of p -trap, using a tured fitting. See detail #6/P14. t Provide waste and water connections from sink to dish washer. 1 g J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 i"Condensate line down in wail. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. KEY PLAN U Z1 N E X W W Z 0 W 0 - Z J M U) ` Z u 0 U W J ccW in O Z` O L __ 1 I:L t• f W W (Li cc ,- 1 CL LLJ Q LU Z WM U) 4 • • 1 • ``,�yltlllllfll�rrrr 1 -3 Ll 7Z z o '.,rrrr�NOr ..PRC;` frllllllllti� Z 1 0 (n N UJ �l W G o6i� Ir Q = a_ 0 In 1JJ LLAD5KVU1'1 Z ROOM LEGEND VVL�DI L UVCKLU YYALI\VVAI 134 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA lOG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE lOq COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED, STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN llq TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 165 FELLOWSHIP HALL - 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 1'i? l'10 C, 1-7`� FAST f,n\/FPFil WAI KwAY 1JJ LLAD5KVU1'1 Z 1/'+ VVL�DI L UVCKLU YYALI\VVAI 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 17G CLOSET OFFICE 1111111►10% ;" 5* 13G CLASSROOM 1 201 GALLERY 137 PRESCHOOL LOBBY 202 STAIR 2 138 WORK ROOM 203 PIPE ORGAN CASE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 140 ELECTRIC, SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM AL 1 LK11A 1 L KUUI-1 11AI"1C-) lG5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1G8 PREP 2 1G9 VESTIBULE 170 REAR HALL PLAN NORTH TRUE NORTH Gas meter (2,795,200 BTU/h at 2psi) by local utility co. _\ a"Gond. down in wall. Stub -out wall at +6" above finished grade. IN 2"CW, 1 J"HV1 and 12"G. C� coordinate lo. with other tra General Nates: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. Pian Nates: l(D Provide 4"W up to water closet. I� Provide 2"W up to floor drain. t� Provide 2"WN up. i� Provide I'm up. f� Provide 4"W up to cleanout. OProvide 3"W up to mop sink. QPro ' e 3"W up to floor sink. Mount water heater above lavatory, above ceiling. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. Pr tov de waste and water connections from sin t dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 rCondensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. KEY PLAN V Z D � a W a W Z V O Z W Z J U /I) m Z w d U W ° cc Cal v O Z U p N co O Q Q Z W W ~� Q � U LL Z Q D Q�J m 2 U (� rr ft—' 2 � I— U� w W rr W� U)Z = Qo F_ 0 o p a� a \! W Q `0,,►►►nvll,,t,��` �N 4F"I - m • V O2: z o �:OA o 3 1111111►10% ;" 5* iJJ ULADZ)KUU1-1 4 ROOM LEGEND BOYS 135 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 C.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 10G ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 1Oq GOATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENGE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 GLA55ROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTS-GOCHERE AND STORAGE 131 CLASSROOM 3 172 13ELL TOWER 304 STAIR 3 1_�7 !'1I0 C, 17'� FAC,T r,n\/F1?Fn WAI KWAY iJJ ULADZ)KUU1-1 4 134 BOYS 135 PRESCHOOL DIRECTOR'S 201 OFFICE 136 CLASSROOM 1 137 PRESCHOOL LOBBY 138 WORK ROOM 13q PRESCHOOL VESTIBULE 140 ELECTRIC SERVICE 141 GMA STORAGE 142 GRO55 MOTOR ACTIVITIES AREA 1/4 WUnI UUVLrL'U VVALI\VVAI 175 CLOSET 17G GL05ET 201 GALLERY 202 STAIR 2 203 PIPE ORGAN CASE 204 MECHANICAL 205 MECHANICAL 206 CHOIR 207 EAST CORRIDOR 208 CHOIR ROOM 9L I LKHA i L KULA I 1191 ILO 1G5 FELLOWSHIP HALL 1GG PREP 1 1G7 PLATFORM 1G8 PREP 2 1G9 VESTIBULE 170 REAR HALL 26 Cond. hJ"Cond. Gas meter (2,795,200 BTU/h at 2psi) by local utility co. Meter & RPZBP-A-r FPHR J"CW & "'HW down to below p CO -C countertop to serve sink and hose bibb. FPH13 +24"FN ___ ❑c��y X11 iiQ\ V J"CW "HW�118 ' DSAC-118 1j"CW 771, '"Cond. from below 7f�/ 11 171 II WHA -A SK -5'/ TE 117 nd. ,2,"Cond. --�' ,-1 "Cond. 11"( J"H C( PLAN NORTH TRUE NORTH A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. Pian (Votes: OProvide 4"W up to water closet. OProvide 2"W up to floor drain. Provide 2"WN up. Provide 1 3"WN up. 1�5 Provide 4"W up to cleanout. Provide 3"W up to mop sink. Pro ' e 3"W up tof` I�sink. 2 8 Mount water heater above lavatory, above ceiling. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. Provide waste and water connections from sink to dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 i"Condensate line down in wail. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1 "Condensate line down in wail. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wail as practical KEY PLAN U= �Z oc- W (. _Z 0 W Z J VJ m Z W 0 W J /� W/�\ m W U O .0 Z O co N CO `` ca �� LL 3 m ZU) u'M 0. ETS tan nti W cl: F- W O s El `,��Ilulurhrrr `�.��: •• /6 le.. •00 v Q Z Y or PRO Irllllll Z „ 0 Lt O tY w 4 LU w a o �n VESTIBULE NARTHEX COFFEE STAIR 2 ELEVATOR MACHINE ROOM ELEV GOATRACK COATRACK COATRAGK COATRACK COATRAGK ELECTRICAL CHASE SERVER CHASE STAIR 4 STAIR 5 SANCTUARY GHANGEL SACRISTY TOILET EAST GORRIDOR WATER SERVICE AND SPRINKLER R15ER TOILET NURSERY CLASSROOM 7 CLA55ROOM G CLASSROOM 5 GLASSROOM 4 FAMILY KITCHEN STAIR 1 CLASSROOM 3 LEGEND EXIT 20q TOILET HALL 210 C.E. CLASSROOM 2 OFFICE 2 211 G.E. CLASSROOM 3 PASTOR'S OFFICE 212 G.E. GLA55ROOM 1 SEGRETARY'S OFFICE 213 TEEN AREA OFFICE 1 214 STAIR 1 WORK ROOM 215 EAST ATTIC MECHANICAL LOBBY 2 AND STORAGE LOBBY 1 21G WEST CORRIDOR STORAGE 217 LIBRARY SMALL CONFERENCE 218 CHRIST. ED. STORAGE ROOM 219 WORK ROOM JANITOR 220 LARGE CONFERENCE WOMEN OOM WOMEN KITCHEN STORAGE AND 221 FOOD PANTRY 222 CHRIST. ED. STORAGE MEN 22 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY LOBBY 225 STAIR 3 STAIR 3 22G OFFICE 4 CHRISTIAN DISHWASHING EDUCATION EXIT 227 BRAILLE KITCHEN 228 OFFICE 5 CANTOR CHAIR AND TABLE 22q A/V CONTROL ROOM STORAGE 230 ADULT CLASSROOM 2 WEST CORRIDOR 231 JANITOR FELLOWSHIP HALL -- PREP 1 301 EAST ATTIC MECHANICAL PLATFORM AND STORAGE PREP 2 302 STAIR 1 WEST VESTIBULE 303 WEST ATTIC MECHANICAL PORTS-COGHERE AND STORAGE BELL TOWER 304 STAIR 3 FAC,T f,O\/F2Fn WAI KWAY vvr -1 1 t,l jvr_KC 1J VVIALI\VVA I I AL I LKviA I L KULA I 1491'IC.S CU z t!) 5 c W a W z • W 0 - J U z W O U W J WM yy U O zcc U O Ql o N t�D -zr i:Z, —�j c') LL L o CD Q� U) cu ♦, T3 t— a_ 0 Z L \4 u U LLJ W W O w (r Q �a I NORTH INDEXCARM L., I/IUIA/NA 60�52 OFDRAWINGS Sl1 HIGH ROOF FRAMING PLAN - UNIT B A26 BUILDING SECTION S12 HIGH ROOF FRAMING PLAN - UNIT C A27 BUILDING SECTION Al TITLE LOCATION! MAP INDEX OF DRAWINGS S13 FOUNDATION SECTIONS 0001 TITLE- SHEET S14 FRAMING SECTIONS 'I 0f 1 TOPOGRAPHIC INVESTIGATION SURVEY (2004) S-15 FRAMING ELEVATIONS AND SECTIONS C101 STORMWATER POLLUTION PREVENTION PLAN (PHASE 1) S16 ALTERNATE Al - BELL TOWER STRUCTURAL FRAMING C102 SITE LAYOUT PLAN S17 TYPICAL STRUCTURAL SECTIONS AND DETAILS C103 GRADING AND DRAINAGE PLAN S18 STRUCTURAL NOTES C104 STORMWATER POLLUTION PREVENTION PLAN (PHASE 11) S19 STRUCTURAL NOTES (CONTINUED) C104A STORMWATER POLLUTION PREVENTION PLAN A2 FIRST FLOOR PLAN M10 (PHASE 11) SPECIFICATIONS A3 SECOND FLOOR PLAN C105 SITE UTILITY PLAN A4 ATTIC FLOOR PLAN 0106 MAINTENANCE OF TRAFFIC PLAN A5 FIRST FLOOR PLAN - EAST PORTION C107 SANITARY SEWER PROFILE AND PLAN A6 FIRST FLOOR PLAN - WEST PORTION C201 CONSTRUCTION DETAILS A7 SECOND FLOOR PLAN - EAST PORTION C202 CONSTRUCTION DETAILS A8 SECOND FLOOR PLAN - WEST PORTION C203 CONSTRUCTION DETAILS A9 ROOF PLAN C203A CONSTRUCTION DETAILS A10 REFLECTED CEILING PLAN C204 CONSTRUCTION DETAILS AREA C ATTIC HVAC PIPING PLAN NARTHEX AND SANCTUARY C205 CONSTRUCTION DETAILS All TOILET ROOM PLANS C206 WATER PLAN DETAILS Al2 STAIRS l AND 3 - PLANS - SECTIONS - DETAILS C301 CONSTRUCTION SPECIFICATIONS A13 STAIRS 2 AND 4 - PLANS - SECTIONS - DETAILS C302 CARMEL CURB AND PAVING POLICY' A14 SACRISTY AND CHANCEL PLAN L101 LANDSCAPE PLAN A15 COVERED WALKWAYS PLAN AND DETAILS L102 LANDSCAPE PLAN 2 MVAC FLOW DIAGRAM - EAST ALTERNATE A2 L2.01 LANDSCAPE DETAILS AND SPECIFICATIONS A16 NORTH EXTERIOR ELEVATIONS S1 FOUNDATION PLAN - UNIT A A17 WEST EXTERIOR ELEVATIONS S2 FOUNDATION PLAN - UNIT B A18 SOUTH EXTERIOR ELEVATIONS S3 FOUNDATION PLAN - UNIT C A19 EAST EXTERIOR ELEVATIONS S4 SECOND FLOOR / LOW ATTIC FRAMING PLAN - UNIT A A20 BELL TOWER - ALTERNATE Al S5 SECOND FLOOR FRAMING PLAN - UNIT B A21 BUILDING SECTIONS S6 SECOND FLOOR / LOW ATTIC FRAMING PLAN - UNIT C A22 LONGITUDINAL BUILDING SECTION S7 ATTIC / LOW ROOF FRAMING PLAN - UNIT A A23 BUILDING SECTION S8 PORTE-COCHERE FRAMING PLAN -UNIT B A24 BUILDING SECTION S9 ATTIC / LOW ROOF FRAMING PLAN - UNIT C S10 HIGH ROOF FRAMING PLAN - UNIT A A25 BUILDING SECTION MO HVAC GENERAL NOTES AND SYMBOLS A26 BUILDING SECTION Ml AREA A FIRST FLOOR HVAC PLAN A27 BUILDING SECTION M2 AREA B FIRST FLOOR HVAC PLAN A28 BUILDING SECTION M3 AREA C FIRST FLOOR HVAC PLAN A29 LONGITUDINAL BUILDING SECTION M4 AREA A SECOND FLOOR HVAC PLAN A30 BUILDING SECTION M5 AREA B SECOND FLOOR HVAC PLAN A31 PORTE-COCHERE ELEVATION AND DETAILS M6 AREA C SECOND FLOOR ` HVAC PLAN A32 PORTE-COCHERE SECTION AND DETAILS M7 AREA A ATTIC HVAC PLAN A33 SECTIONS AND DETAILS M8 AREA B ATTIC HVAC PLAN A34 BUILDING SECTION M9 AREA C ATTIC HVAC PLAN A35 CHURCH SIGN DUMPSTER ENCLOSURE M10 AREA A FIRST FLOOR MVAC PIPING PLAN B ATTIC POWER PLAN CHILLER ENCLOSURE M11 AREA B FIRST FLOOR HVAC PIPING PLAN A36 ALUMINUM -CLAD WOOD -FRAMED M12 AREA C FIRST FLOOR HVAC PIPING PLAN E21 WINDOW SCHEDULE AND DETAILS M13 AREA A SECOND FLOOR HVAC PIPING PLAN A37 ALUMINUM -FRAMED WINDOWS AND DETAILS M14 AREA B SECOND FLOOR MVAC PIPING PLAN A38 KITCHEN PLAN / CASEWORK M15 AREA C SECOND FLOOR HVAC PIPING PLAN A39 CASEWORK 1 M16 AREA A ATTIC HVAC PIPING PLAN A40 CASEWORK 2 M17 AREA B ATTIC HVAC PIPING PLAN A4.1 CASEWORK 3 M18 AREA C ATTIC HVAC PIPING PLAN A42 CASEWORK SPECIFICATIONS /CASEWORK LEGEND M19 HVAC SCHEDULES A43 IT1 INTERIOR TRIM M20 HVAC DETAILS A44 11^2 CHANCEL PANELING, USHERS' STATIONS AND M21 HVAC DETAILS C ATTIC PLUMBING PLAN (ALTERNATE A4 - SANCTUARY WAINSCOTING) M22 HVAC DETAILS A45 IT3 LIGHT FIXTURE HOUSINGS M23 HVAC SCHEMATIC: A46 CF1 CHANCEL FURNISHINGS M24 MVAC FLOW DIAGRAM - EAST A47 CF2 CHANCEL FURNISHINGS M25 HVAC FLOW DIAGRAM - WEST A48 DOOR AND HARDWARE SCHEDULE M26 HVAC VENTILATION FLOW DIAGRAM A49 DOOR AND HARDWARE SCHEDULE M27 HVAC SECTIONS A50 ROOM FINISH SCHEDULE M28 KITCHEN HOODS AND FANS A51 ROOM FINISH SCHEDULE M29 KITCHEN HOODS AND FANS M30 KITCHEN HOODS AND FANS EO SITE ELECTRICAL_ PLAN E1 AREA A FIRST FLOOR LIGHTING PLAN E2 AREA B FIRST FLOOR LIGHTING PLAN E3 AREA C FIRST FLOOR LIGHTING PLAN E4 AREA A SECOND FLOOR LIGHTING PLAN E5 AREA B SECOND FLUOR LIGHTING PLAN E6 AREA C SECOND FLOOR LIGHTING PLAN E7 AREA A ATTIC LIGHTING PLAN E8 AREA B ATTIC LIGHTING PLAN E9 AREA C ATTIC LIGHTING PLAN E10 AREA A FIRST FLOOR POWER PLAN Ell AREA B FIRST FLOOR POWER PLAN E12 AREA C FIRST FLOOR POWER PLAN E13 AREA A SECOND FLOOR POWER PLAN E14 AREA B SECOND FLOOR POWER PLAN E15 AREA C SECOND FLOOR POWER PLAN E16 AREA A ATTIC POWER PLAN E17 AREA B ATTIC POWER PLAN E18 AREA C ATTIC POWER PLAN E19 ELECTRICAL RISER DIAGRAM AND SCHEDULES E20 ELECTRICAL SCHEDULES E21 ELECTRICAL DETAILS AND SYMBOLS E22 ELECTRICAL DETAILS & SYMBOLS P1 AREA A UNDERSLAB PLUMBING PLAN P2 AREA B UNDERSLAB PLUMBING PLAN P3 AREA C UNDERSLAB PLUMBING PLAN P4 AREA A FIRST FLOOR PLUMBING PLAN P5 AREA B FIRST FLOOR PLUMBING PLAN P6 AREA C FIRST FLOOR PLUMBING PLAN P7 AREA A SECOND FLOOR PLUMBING PLAN P8 AREA B SECOND FLOOR PLUMBING PLAN P9 AREA C SECOND FLOOR PLUMBING PLAN P10 AREA A ATTIC PLUMBING PLAN P11 AREA B ATTIC PLUMBING PLAN P12 AREA C ATTIC PLUMBING PLAN P13 PLUMBING SCHEDULES AND DrTAILS P14 PLUMBING WASTE. 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W, °h Gr9��g P r9ap Jr° 6 + C �. i 10398 * it { STATE OF v Z -'�'�qt� Stf *1'4 ���` I 4 I", 96 d ALLAN FI. WEM, L.3, #10396 a tti 0 V It h 3\ N Lu 6 v C• .I. ry ` V ca W :9 •^ tri ,(i n 4 11 tZ G SHEET NO. I u ,I. D449,, 01. � 511 W C) (14 +..- ° � >- C A W s+ O p � a0 ,-i Q rry6 al 0 W lanol0 -_...-. d w - � "4. t� -14 ' A`` Iy.j nu0 t1W #0 I �n. W, °h Gr9��g P r9ap Jr° 6 + C �. i 10398 * it { STATE OF v Z -'�'�qt� Stf *1'4 ���` I 4 I", 96 d ALLAN FI. WEM, L.3, #10396 a tti 0 V It h 3\ N Lu 6 v C• .I. ry ` V ca W :9 •^ tri ,(i n 4 11 tZ G SHEET NO. I u t4,,' ; 9 / W 0 Q Q, ( 1 ,31- t) Si y ' A`` Iy.j nu0 t1W #0 I �n. W, °h Gr9��g P r9ap Jr° 6 + C �. i 10398 * it { STATE OF v Z -'�'�qt� Stf *1'4 ���` I 4 I", 96 d ALLAN FI. WEM, L.3, #10396 a tti 0 V It h 3\ N Lu 6 v C• .I. ry ` V ca W :9 •^ tri ,(i n 4 11 tZ G SHEET NO. z 0 03 Im U 10 +as 9 r' it ► `r ' ! i - iW1011*11 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. 2. IT SHAD. BE THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA BEFORE STARTING CONSTRUCTION. AFTER FIELD VERIFICATION OF EXISTING UTILITIES, CONTRACTOR SHALL CONTACT THE ARCHITECT (ENGINEER) ON ANY VARIATIONS IN DRAWINGS AND SITE CONDITIONS. BEGINNING OF WORK MEANS ACCEPTANCE OF EXISTING CONDITIONS, 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO N07IFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS: FINAL RULE 29 CFR PART 1926, SUBPART "P'° APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE(5) FEET IN DEPTH. 6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTORS TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 8. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 9. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 10. BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 11, ANY FIELD TILES ENCOUNTERED DURING ANY EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWERS WITH POSIINE� DRAINAGE MAINTAINED. 12. SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDINGS AND BUILDING DIMENSIONS. D0Mr9Z= 13. THE SITE AMq= CONTAIN ANY WETLANDS AS ESTABLISHED BY THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE CARbM, INDIANA NATIONAL WETLANDS INVENTORY. FURTHER INVESTIGATION HAS FOUND THAT WETLANDS A=== AND HAVE BEEN DELINEATED BY PATRIOT a ENGINEERING AND ENVIRONMENTAL, INC. ON MAY 25, 2010. 14. THE SITE D=Wr LIE WITHIN A SPECIAL FLOOD HAZARD ZONE AS ESTABLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY - NA71ONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY SCALE, ON FLOOD INSURANCE RATE MAP 1111339 DATBDP UA11Y 19, POREL MMNC T"Y,TIRANA. IV 8 7 6 5 4 Y;- -s'e �"� asa a-3 1 i �f:r - _p__ =? s±i- 't } pr,' is {E- z;� k:�� ^;z- tG.. Vii' �3 r� '�^ ' - y` �,t f - ts.� ��, � � w � �� t `:� v� _ Ate, `�.'� t� ;�� s � cy_ - fi ,Y5i.i,........ 'mss,.,.• .. tea. ,.fi:.-._.. ..r.:� .. ., :� ,`+.-. �'� : "of" .. vv= � � su,.. � -, _ PILG-Rim 9 a� Tyr ( �# ,3 r,'5*s,$ t r,� H..UKuH jiti- -�. .,..� ,ypfi ti� . �jt :a',. j2,'�.l s(' �f+ {.�� � t F� z1 r ��` rr .;-, _ i45} 27 I I r..-, "! F .€ 4'si' yJ.."000F 3 6!50' t c4 at F z �_ LL Ste'- , t .1 .. � ARM � IN 4603. � � ��- L yk � �tJ _c. a,..,. --.._.a $�w; 9 1 8 PROJECT I.(3CA1101V fitREA M" NO WAU PART OF THE EAST HALF OF THE SOUTHEAST QUARTER SECTION 6, TOWNSHIP 17 NORTH, RANGE 3 EAST IN HAMILTON COUNTY, INDIANA, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 89 DEGREES 38 MINUTES 51 SECONDS WEST (ASSUMED BEARING) ALONG THE SOUTH LINE OF SAID QUARTER A DISTANCE OF 434.78 FEET; THENCE NORTH 00 DEGREES 21 MINUTES 09 SECONDS WEST A DISTANCE OF 40.00 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 38 MINUTES 51 SECONDS WEST PARALLEL WITH SAID SOUTH UNE A DISTANCE OF [895.22] FEET TO THE WEST LINE OF SAID EAST HALF, POINT BEING DISTANCE NORTH 00 DEGREES 13 MINUTES 22 SECONDS [EAST] 40.00 FEET FROM THE SOUTHWEST CORNER OF SAID EAST HALF, THENCE NORTH 00 DEGREES 13 MINUTES 22 SECONDS [EAST] ALONG THE WEST LINE OF SAID EAST HALF A DISTANCE OF 592.23 FEET TO THE SOUTH LINE OF BRANDYWINE SECTION TWO AS RECORDED IN PLAT BOOK 7, PAGE 155 IN THE OFFICE OF THE RECORDER IN HAMILTON COUNTY, INDIANA; THENCE NORTH 51 DEGREES 00 MINUTES 00 SECONDS EAST ALONG THE SOUTH UNE OF SAID BRANDYWINE SECTION TWO ALSO BEING ALONG THE SOUTH LINE OF BRANDYWINE SECTION ONE AS RECORDED IN PLAT BOOI< 6, PAGE 52 IN SAID RECORDER'S OFFICE A DISTANCE OF 1193.55 FEET TO THE NORTHWEST CORNER OF A TRACT OF LAND AS RECORDED IN INSTRUMENT NUMBER 87-31364; THENCE SOUTH 00 DEGREES 00 MINUTES 54 SECONDS EAST PARALLEL WITH THE EAST UNE OF SAID EAST HALF AND ALONG THE WEST LINE OF SAID TRACT OF LAND AND ALONG THE WEST LINE OF A TRACT OF LAND RECORDED IN INSTRUMENT NUMBER 200100048544 IN SAID RECORDER'S OFFICE A DISTANCE OF 942.68 FEET; THENCE NORTH 89 DEGREES 38 MINUTES 51 SECONDS EAST PARALLEL WITH SAID SOUTH LINE A DISTANCE OF 191.72 FEET TO THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED IN INSTRUMENT NUMBER 200100054751 AS RECORDED IN THE SAID RECORDER'S OFFICE; THENCE NEXT 2 COURSES BEING ALONG THE NORTHWESTERN AND WESTERN LINE OF SAID TRACT OF LAND; 1.) SOUTH 44 DEGREES 58 MINUTES 18 SECONDS WEST A DISTANCE OF 320.73 FEET, 2.) SOUTH 00 DEGREES 00 MINUTES 54 SECONDS EAST PARALLEL WITH SAID EAST UNIT A DISTANCE OF 169.44 FEET TO THE POINT OF BEGINNING, CONTAINING 20.837 ACRES, MORE OR LESS. TOGETHER WITH: RIGHTS AS SET OUT IN DECLARATION OF COVENANTS AND RESTRICTIONS AND SEWER AND UTILITIES EASEMENT, DATED AUGUST 1, 2001 AND RECORDED AUGUST 6, 2001, AS INSTRUMENT NUMBER 2001-48543, IN THE OFFICE OF THE RECORDER OF HAMILTON COUNTY, INDIANA. THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND/OR TOGETHER WITH THE FOLLOWING: AMENDMENT OF RIGHT-OF-WAY GRANTS [FOR PANHANDLE EASTERN PIPE LINE COMPANY] PER DEED BOOK 287, PAGE 95. AGREEMENT AMENDING PIPE LINE EASEMENT [FOR SHELL PIPE LINE] PER MISCELLANEOUS BOOK 148, PAGE 279. GRANT OF DRAINAGE EASEMENTS AND ROAD RIGHTS--OF-WAY PER INSTRUMENT NO. 87-29851. DEDICATION OF PUBLIC RIGHT--OF--WAY PER INSTRUMENT NO. 2003--15157. 7 6 PROJECT f FO . A t i --XISTING ZONING -- S1 UILDING COVER RATIO: 3.70 31JILDING SQUARE FOOTAGE: 3UILDING: 33.216 SF R3*+ ICT 4 4 .'i n SHEET NO. DESCRIPTION C001 TITLE SKEET 1 Of 1 TOPOGRAPHIC INIMTIGATION SURVEY ) C101 STORMWATER POLLUTION PREVENTION PLAN (PHASE 1) 0102 SITE LAYOUT PLAN C103 GRADING AND DRAINAGE PLAN C104 STORMWATER POLLUTION PREVENTION PLAN (PHASE 11) C104a STORMWAT.ER, POLLUTION PREVENTION PLAN (PHASE II) SPECMCATIONS C105 SITE UTILITY PLAN C106 MAINTENANCE OF TRAFFIC PLAN 0107 SANITARY SEWER PLAN AND PROFILE C201- 0205 CONSTRUCTION DETAILS 0301 CONSTRUCTION SPECIFICATIONS 0302 CARMEL CURB AND PAVING POLICY L101-L102,L201 LANUSC, M PLAN AND DETAILS �ci in VEOLIA WATER INDIANAPOLIS 1220 WATERWAY BLVD. INDIANAPOLIS, INDIANA 46206 317/263-7703 HAMILTON COUNTY HEALTH DEPARTMENT 18030 FOUNDATION DR., SUITE A NOBLESVILLE, INDIANA 46060-2229 JASON LEMASTER 317-776-8500 CITY OF CARMEL BLDG SERVICES ONE CIVIC SQUARE CARMEL, INDIANA 46032 JIM BLANCHARD 317-571-2444 CITY OF CARMEL FIRE DEPARTMENT TWO CIVIC SQUARE CARMEL, INDIANA 46032 GARY HOYT 317-571-2600 HAMILTON COUNTY SURVEYOR ONE HAMILTON COUNTY SQUARE SUITE 188 NOBLESVILLE, INDIANA 46060 317/776-9627 CITY OF CARMEL ENGINEERING ONE CIVIC SQUARE CARMEL, IN 46032 MICHAEL MCBRIDE 317-571-2441 CITY OF CARMEL PLANNING ONE CIVIC SQUARE CARMEL, IN 46032 ANGIE CONN 317-571-2417 VECTREN GAS P.O. BOX 1700 NOBLESVILLE, INDIANA 46060 317/776-5573 IPL 25 MONUMENT CIRCLE INDIANAPOLIS, INDIANA 46204 LINDA RHEA 317-261-5274 AT&T 5858 NORTH COLLEGE INDIANAPOLIS, INDIANA 46220 317/252-5168 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET NOBLESVILLE, INDIANA 46060 317/776-9814 CARMEL CITY UTILITIES 760 3RD AVE S.W. CARMEL, INDIANA 46032 JOHN DUFFY 317-571-2648 COMCAST 9750 E. 150th STREET SUITE 1600 NOBLESVILLE, INDIANA 46060 317/776--4495 DUKE ENERGY 16475 SOUTHPARK DR, WESTFIELD, INDIANA 46074 317/776-5352 CLAY TOWNSHIP REGIONAL WASTE DISTRICT 10701 NORTH COLLEGE AVENUE, SUITE A INDIANAPOLIS, INDIANA 46280 RYAN HARTMAN 317-844-9200 ELEVATIONS ON THE SITE WERE ESTABLISHED BY GPS AND CALCULATED USING NGS OPUS. BASE STATIONS UTILIZED CONSIST OF WOLC07T CORS ARP, INDIANA UNIVERSITY CORS ARP, AND GALBRAITH CORS ARP. ELEVATIONS ARE BASED ON GEOID03, NAVD 1988. TEMPORARY BENCHMARKS TBM #1 MAG NAIL SET IN NORTH SIDE OF POWER POLE #22 129-A APPROXIMATELY 200 FEET EAST OF THE WEST LINE AND 15 FEET NORTH OF C/L 106TH STREET, ELEVATION - 894.60 FEET TBM #2 MAG NAIL SET IN THE WEST SIDE OF POWER POLE #23 129-A APPROXIMATELY 50 FEET EAST OF THE EAST LINE AND 60 FEET NORTH OF C/L 106TH STREET, ELEVATION - 899.00 FEET 3 1 2 ,. e } Tts;'r 11. fl •:t;+ Jx 7. e�xs 8�jj.-Jm-[y'0 yfiFSII.y i, 3 Know whars below. all byre you dig. Within Indiana Call 811 or 800-382-5544 24 Hours a Day, 7 Days a Week. PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 00 �L4 OO z Ai ttltlAl' 0 � Q� I' 04 p, ai 00 y A w pow 0 mt AR �ci in A, 0 x °tea "C r1cn 00 q dT' 00 x3 . y A NCN`iQ Q"o It MCOM PROJECT NO, W09.0542 IJ �L4 LD z Ai ttltlAl' ppq� reY � I' 04 p, ai o A w pow Y C1 N" x N x A NCN`iQ 0 mct:m N���+1� rr,�ur�tvr��,i Fo y fd0. 10200392 = -d STATE OF INDIAN Til JAMES IC SWNNEMAN P.E. 10200392 , Ly' �a o Cp � ti cY. U t; cn., E -H a a � E-4 o P. SHEET NO, UU 0 1 PROJECT NO, W09.0542 IJ - -,.- - __ _____ - , _ __ _ _ __ - - ____ ____ - - - _____ _ , - 10 1 9 1 8 1 7 1 6 1 5 1 4 1 __ 3 1 2 1 1 0 L_j �, " ,�, \0 - L .",�V ....,.,.* .... ­4�.­ -,V . ��Z 00 E . \ �, � X. , , � . - - -- d) eq 0, 6 , - . � '� / ! . - , � " -:� `-::::::,.::,.:::- .. \ vff.-,�,,, , : � , , � ,�� V. ,-, -:'1.1. - .11, , .. . -, I- . (�. j , � I., ............ i. .:.:.:.:..,-......:.:.:..!,--.,..:-- _eAg . GENERAL NOTES: LEGEND :3 �0 2 I( _�. �,�.. ; - � .. . I , ", " - ': * _'..... �v .." I a IRt - / , N", *,­ ..... � ?�.a *1 '. I � !''.�'­ .:::*.*. ....-:% .--.--:-*:::::::,S,- - , , � ..v,' ` � �4� ."�_'� Z .,-,I;'-."'.-'-',*..,.:.�"F,��,.*-?", P& E] " V FH# 04 = EXIST, FIRE HYDRANT 0 ....", ,., . . ........., .,,� I I "' . '' , ` * ... " At'; . I ,�, " , ,�!,!..'�,, V �, V , �p .....:.: I � _,�.,, - ., ., , >_ , ��, -.1-1. �Zl� I ,:� 1� ..... 4,.-.,.-.-.-.X-.-' .� .--.;-.' % --' - --* ... 7* .0 1.1.1.1.1:.1.7.1 ­­,�,� - '�" 1) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR M - . > I ..1:v., A I RESIDENTIAL US� Cd - (Z) 00 -I' � ), X.... . X, -'QF. ........').�.....:...:...... e . . , " : ... . - ..", P 0 ��tl ��tl ��tl : - * , .. . /� ,��tl :. t,s' , WMG (a �>< = EXIST. WATER MEtER/\/ALVE 11 ", � , , , " .... . . , .... I , #..4".." 1 .� , . ELK" �. I I . �K. . --' VERIFY WITH THE OWNER DURING BIDDING AND DURING an = EXIST. SIGN f ..,.,:.*.*.,.,.:.:.:,5;.,.*.*.,.,.*.:�:.:.,."�..�, . ­� ed V3 Q�) �*.*.*.,.*.,.,.*.*.,.,.,.,.*.,.,... ., , . v".h, " ­�'. � '10, �,', ,,, . , ..................... ...... "I * " �// "", W wo 04 1 . . -1.11 ........ ,� CONSTRUCTION ACTIVITIES ALL ITEMS M BE REMOVED. IT IS THE = EXIST. MONITOR WELL v--4 00 W .^ I .... .. , � ... ...... ............... .... X..... �- , ,__",_`:-*-,. '.. . .. .... ,� , � LLJ �j2z �wf � I �_1, \ �e,� .... :::.-* ................................ � I , ,i;, -t.-`-,--` *%�;,"li,!i 1.9, " I , , � , ... - , , i:�,j (0::3 2 , , , " ,,\ �i-�,; ..*.. .*.:­­­­­* I I C�) \ t - ,,:- 1, ..,.* - 11�1 _r - - , 141, - ....., .. - I I . ........... ... ... . �;Y"�,` 00 14 . ... .. , �, 4) P-1 T-4 ... - " i ...4 %0 qt tn A4 .1, ........ i- .... 11 . . . . . .. . . .... I . -o ��'� 7.1.%"V-`1 - T, % . -Z 0 v Pq �� ,5 I ::-:.:,,,P..,!-.- I """ 0 :�i :2, L41, \ - , - , I I -M ;. __. - x� I ., . � ,�,., . . . . . . ..: .. . ............ . _r_ cif :n 6 1 \ " , , 1�1 ...................": * .... . .... . , V.:., "i", I RESPONSIBILITY OF THE CONTRACTOR M REMOVE ANY = * 7Z7.-.- ."'.., . . , � 1'­­�* *. Fv:-:-:-:-:-,.-, . _�11 11*1 - �11 ; :: �G CS I � , I 11�i_ '*­111*1 � ..,v - --z". -:::.:..: *:.: -..:.:. ... , 1: ) CS ��, , I . �.. .. * PKF EXIST, IRON PIN & OR PK (SEr/FOUND) L, � I .., A ­� `i` " , '�' - --, . " X :­ . . .."........ ­ 0 �,_$ �4 MAMR "_4 1) 1 , " , "I' %0 No 0 , , .. , . 1i " ­ ­­... " "', 1*1 L, I ,� , , , , , , ... , . .! r< :4. '� " . .. IALS AND/OR STRUCTURES NOT LOCATED ON THIS SURVEY = - - C �,,. v . .. I \ z . z, -, OGM Ka (a EXIST. GAS METER \ :, 0 - N 1; . � ........ I ..." ... . X, .... I.. " :.: �_ ; &E , . I I I, . .. - I I , ,.,� 0 1 1 . . . ... � :� . � 11 IN - ...... ... . . , �K; 1 .I.."', T-4 � I . .. - ,, �' I 11 - .... . � - ... I ; . "� e I- U v.4 . ... - . � . . 1 ,-6 P !" ;� � _,�_:,1-11-..,,��,' . . ..., .. 7 .... .... 0 4- 1 . . .. ,� . -7- L.0 t - I - 'Z�­ Z'� . . . , . . , !�, ,,, . (D IN N = EXIST. STORM INLET W 04 M cr- - tz�- to . '1_4 \ FOR THE INSTALLATION OF THE NEW WORK. " 0 = EXIST. GAS VALVE I I 1 C�5 Z-1 . ,,,,, �, , . \ I L-1 , " . , v ...... ........... / ,,,,�>, 11 � 2) IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO 0 @ EXIST, STORM/SAN./TELE. MANHOLE �� ,od" ' It 4-1 '-t . . . I 5� - I " Rk ,; . . ", .1, = . . �i�: >- \ I � 0 , , I � 1�1, _,", i \ . . .......... � ." �� - -1 I . _. - - 1­77;.�. 111. � I 11111�� -11 _. 00 qt 00 0� , 11 .1 ....... I �D . .. - -::::::::*.-::::::*- Z;,� " I .1 , �� - W 01 , \A " 0 ..... � ,�. I I . . 4, 'Ii" I 1�. 11*� VERIFY ALL EXIS71NG UTILITIES PERTAINING TO THEIR PHASE OF EMn 10 (9 = EXIST. ELECTRIC METER 'n 0 V " .... ,,, - - -�. %, " 11", , I cc ,g --- " , ,� , ��, . Y. .... .. -. I ;", .� !. I ,. " _� I � , , , - ,� WORK, AND TO VERIFY WHICH UTILITIES WILL BE REMOVED BY - -, 'k .�kll�� � ... .�5 �P , "', 0 1�". L� 1. i 0 - -S � M1 ; , I \: ...... . I ..1.*1N. I , " .:� _" Q) M X)�W = EXIST. POWER POLE/POWER POLE W/ LIGHT in . v-4 _4 C) d R� a) \ ..4 ,;' Cj:: u �_ ,,, �' , , I \, \/,� I �F: E��. . v i 114A , " � �.. , I-___ ii� I , kn�. I . . _ GL , � �f�.. ;� � I ,W . (/) I I I'll �11 - .1, !�',�'� vo 0> t- 0 t�_ - �..i A ,*­ " . ,'__,��, I , GAC i IF- , , 111;i�' _ .1 .�' , I 1�-..�11 �, , � �;,. _ ,,� UTILITY COMPANY SHALL BE REMOVED BY THE CONTRACTOR. 24 �s en C* en I R� . �_,' Q) ,�i�� , D '11v�:'111 ,-, ,,, -*..:-*.*, *..-.v; .. * ,., v, UTILITY COMPANY. ANY AND ALL UTILITIES NOT REMOVED BY THE = EXIST. GUY ANCHOR -40 r-4 7 1 �� -, #8�-2GI8,,.I. ' ' j ,� . I . ,,, , 0 v J . I- ,_ I ....... I � zl___� = EXIST, TELEPHONE PEDESTAL - P-1 .. / 1, " ":A,!, , .1: .... . ... .. I ....... i't� i , I � T.Ped.0 M I ) - I , , , z C: I " lov 01.0 c, .:.71..1.1.1.1.1.*.7.. - : �,,,' ,,',;,.�",-­ I , " ;,-" _,"" -Ab, ,,�, ........ i ,­,` .. _��,�� ,� 1�1 , . .1 . ... � �1` ,-, '. R 14VAC UNIT w , �', .11, = .�k.. \ I ­� - - - , � ..... . I I � V., .1.*=.1.7: I :. I -1 ,!--. Q� 1\ � I _� .. 7 .. � � - I � - - 1;, \ � � " ! 11 &� . �!.�, ..... ......... ..... 1.� 1�, I �_-, � .,�,� I A ,� 'I'll 1k - ;,,�7 z 1�. 3) U11LITlES ARE SHOWN TO BE APPROXIMATE AND SHALL BE = 0 \ \ 'a, -, ",11. ,�� . , vl , "I I- coo EXIST. CLEANOUT kl... � , . i ­.�, �..�� I ""�, 1A, I _11�1 : t.�_i 1�� �N� ; I '1�1 I . JPF ," I , 11 ,�i.-,'A ��' "i I .i. . , .11 1;_1_1 ��;: , I—' RELOCATED Wma I , I \ Zj I ��. _: 1�1:1 ""I, /-1 1.7.* 7.7.7.7 i I ". ,��, I z I'll = MAILBOX .............. I ! ,,, .%. Inv- 890. 7 0 � el v " � CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. = EXIST. LIGHT � " il,�,- , ., q I cl­ 6 ............ : i�_, � ,., ,,-I- I . � 11 \ , 44 , 1_\__� . , "' , �' ,.. 0 ! I 11 � 1�11 -_ , i � I 'Hole" * - ' . , - - ,---" = EXIST. BOLLARD \ i� ` I � 1\ ") )1. . k . x .?-'P`\ uil,�", "N I. -Ii 1, , " __ I,--,' ----- ,� - 08(x I \ .. Firr z.. 1-1 , I -, " �, ,x .,'�,, I I �... � �,o�_, .1 � I ,;,�) �� 11�1\ ", I ��.." - � , ,,, ,,,�� , , .1 '1� 4) ALL DEMOLITION MATERIAL AND SALVAGFAI31 F MATERIAL IS so sm am ffim mm la = EXIST. SANITARY SEWER LINE &O I ., _1� J, akeT41111 11 - � /" I ''; * � � LEGAL , "'.1-1.11--_ _�,,;��`,,,�- � x " 11-1 LI = == = == = = = EXIST. STORM SEWER LINE T . ! 1- � I I � 11 - . _1 � - I ��.�, '�,' ,"', -- .'�.,� 1, nc. , I - PROPER DI . - - --sn­ - - = EXIST. CONTOURS 04 (e) I � I / a i. rl'., "-� 4 �� _4�,�,!' - " � >W 11 "I 11 - �,, 11_11_� I .:1 t -10 / \ "I , - I I . I 11 <S� -'�,, 1. 0 : e, -_ k. J, .",�­k = CONCRETE END SECTION (C,E.S.) .. a 2\1000 - , I �,' ", S-` .1-1 !,:",-.- 11 ,3. "", � <,6P'qq- A " 5) SLABS ON GRADE MUST BE REMOVED COMPLETELY AND P - Cn W ; .. '77 - - i \ �'­ .1'. - ,,, 111�1 i, 00P = GATE POST ,�, i'� , I " - . . ,i� I ,�, . , . -1 .. , I TAKEN OFF WE SITE. W4 is , ___ I . , � �N.�, .,e I�� 1, \ " ,�� I _/, -,I,, 6\0N ��]O�, 4 , 0 = TRANSFORMER L, . ­ . ,�? � 19 L" 11 , `,'.',,�� " -;� '? vy I! .N� *:::: 11 . � ........ �­ " ,,, I . - , �'11 � = U3 .1-1 � / - - `e' I r \ I'll I , - , DRAINAGE FLOW ARROW - "o I � .." I A_ \\ W _-� AM L ��i� A - I , � 1��, _0 6) ALL UTILITIES MUST REMAIN ACTIVE FOR AREA TENANTS THAT W_ = WATER LINE = � _-1111 .. ; ... Gil I - 'I - , I .1, ,�I , " I I W .- . I , , 0 , ,L' I - _'_ �.-,,, "�_ . : � V7 �i�� 3 " ___6! _,.,� ,�, I'll, <,", --1 ,i_�, I 'i� ARE REMAINING. NO UTILITY SERVICE SHALL BE INTERRUPTED G_ = GAS LINE .2 0 - - , a - � . ,��.: , b0-1 11 , � . , , . I L , 1� 1%� ., , - 1�1 , ,�, : I ,,,� 11'.� 1-1 � �5, " - () ltf, ,�, I �,� ,�f .1 I .1z \ - .­ .1:1 - - W� �, P ­- - __ - i-, �_ � . . 1�1 ,.- N ON = - .1, ; "o � ,V� " � � �� F,F.E. FINISH FLOOR ELEVATION ____ . -1 .ON . . I DURING THE CONSTRUCTION PROCESS. , / ____ �� I �','� / I,, ; V � Of vi I'' I Z�, I I z - �t j , 1 1,5, � - --------- 0 1 � . .:"- . �__N " �_-e , 1-�- "I TC - TOP OF ("HOLE / INLET) CASTING ,.,i, �, \ \ __7� i 1 �513 1P t ___� ��. � I \ ,,� - 11W I I ',IV, " I / = / 11 �, - , 0 ! I I ; - -zz::-_ i�i____11 �� -, .), ­ �," , I/ INV INVERT (BOTTOM) ELEVATION OF (PIPE) 0) . � :.:'.--,��--.�.-.--.-� �______r7�� "..-.....,..",...��'ll'..,.-4i'�w;...tAISTIN �11 ", ." 11 ", C= . :.:,-.-:: '..-.*..-. P.."�­­­:_'......-.. -.-:_.-_: . , I ,�, RCP REINFORCED CONCRETE PIPE lx� .� 71_:,:. 77 I � = �, - - - -%:�:-,-�: ]:�X��-.'�,,-,'-_�,-,:,�-.-: �-::-. I I � ­ I ��i7�� 4 , 1.� . --*' 7) BEARINGS. DIMENSIONS, AND EASEMENTS ARE SHOWN FOR ..... ... ­ �� . _ _ �' ,:�:: ,',`:'�:::::�� :�E,I�_:.]�:,:_.�:..,-, .,.,.%%,.% 11 - I I ­ - - - ----4,,-'-',�,-_-,.".,,� 11 ....... .... .:. - ...... .. _-, ­ ... 1: - , , �:- `, �..._.. ..... -1 ....... .... � ��",L'I REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR CMP = CORRUGATED METAL PIPE -- �.. - - ...., . .�: � __ - . ': _.: ....... . I ... ­ I ... I ... , : ..,. �� ._.%]1.%':__1'%11 .%­ - 1, . - ".:_,..,:.;;;;,: .... :". I � ....... -) , 5 , , 01� " . _� -,`� Darker line is outerrno, _,.,!�� . 11 ',� ,%%-_. -:-:-_v:. 2- ..'i"',- :�1:.:.::`_I - -.� 3t ��I­ - I . 1' ww eri�&i, .1, I z 1: �� , �_, --- - ___ - 1i , � I I � .. 1�. - . , - -- �_ - -- :� ........... 11"z. 111.11- ,� pipeline easement as I " �� - -01 Y "" `1 , 11 I , EXACT INFORMATION. CPP = CORRUGATED PLASTIC PIPE -6m ,--- -W , I - IM, ­ I � 11 -.,.,..-, I �� 1�� /I ,�, ;_��, �j 2(1) . I - W__ - - W___� i " I . , _,I�.'.�J?vqih ,02E -S -M -f ............ ?1193 - .......... 1__-,_.-_- described by plot or deed� ,,�l .. � ... ...... " "I , I ��, PVC = POLWNYL CHLORIDE PIPE "a I'll, I I �' , � , r, �' 11 � � 1� � --%Y-- - V1 '> I �,_ ___111 � il -.\:,,�_�_-­_ ........... ** .. , 1� ; ,�t ,� ", , �11 = STRUCTURE ____--w ... �!,q --1 , - 0 ';A i, )oer �Stz dk,.?,a& Amima I 1�1' 'IN 1, ,f, �,I -,,, .11 __ ��,��" 8) IF THERE ARE ANY QUESTIONS CONCERNING THIS STORM STR. I C: - - il �_,�' I ;. " ,, . M.E.0, = MATCH EXISTING GRADE Nis 0) OD Ld - . �_, , , I'll I'll , 11-1 � 1: Z : � fu --j-1 - -�"#_ � -.��­ �1 ,__ ; TION PLAN, PLEASE CONTACT THE 1111 ;ZI � SN Cor ! 1__.� _F N .--- iz:>_.,__ .......... ... . __ -_ ��, I,, .1-, . ,'� z "' _._111 ...... 1� WATER POLLU11ON PREVEN = - e ,,-X �", . SSD SUB -SURFACE DRAINAGE _j " ISTINr_ IQL'. I , " "o 11� � ��,,, S . 6-T1 7N . �A� �96 () - ____ - - 011- ��,, � I , 11 .,.- ENGINEER BEFORE CONTINUING WORK. �� , .Z .. - 1:1 1 T/2 St , 0 �,-,'-S_��, � j." ... I . �4 I - �� I 11 "S � ,W--- -.------ �','� , - : 1K__ *�, 11-1- I � '�_�' TOO = TOP OFCURB - ,� , I. I k�\ - \� " 16 - � ,-,- - 1�1 �\, "' i�,\� �""' I - I � I __M . . !�` 6 �' 1�1 _ , 1�1 .n 77T!���� ­ 'L" I ��' I I , I M , � ­' - -� , �, . -,�', , � � . - 1�.. .11- H1 1111*�'-­' ­ , " " � 11 �� ,, - "I I GUT GUTTER � � , , I I "I IJ . * I , � , 11 , , , , ­ ��, , W -9 - / , � -111.1-1 I ...... � . - , � � - � = . . , '1� - , -11.-- .... � ......... I .. 1-1 ... - ..... � ---- � ;�­ I I " , . "> 5 ��­;�;; " 1�1 - I 1, '_ � __ I, 0 _10 "." r� 11 .- " _� .1 I ,.�� OVERHEAD UTILITY LINE I I ,,, llz,�, I , , � 1, - . I 1-1- 1�,i,z��%�" .1 1�1.. I z , , - = . 1-11, '11, ___ . I� , , , �'2n 11 4Z - 11 1.1-:1 I 11 WEIHE ENGINEERS, INC. OUL 4 � � I . :1 , 1�11;� I - ,,� ,,, 0 K� -Eiaw- 1� �,-- .�­ L _;­�­_, Koorker line is outermost _­_ _.i. I I . t- �;;J�, _.- G_L_ __:!�' I I ->.", ; I - - = TELEPHONE LINE - �. I" I S�`; TL�=__a ;1. I i T �.�`� ..... . ..... ___ ...... ___ . ".. .__ .... ­­­Tvj_ 1� - " I . 11_1�� I - 1 OLL .. _ - - --- -_ 1, 1'� �' � I TBM = TEMPORARY BENCHMARK . , � I �_ pipeline easement as 11 I - , I `�_F . �� " ,�� I ' - _._1_- - I � , . " , . - \ � , , � ­ I INDIANAPOLIS, INDIANA 42680 . "�:� Lage - _ , 1. ��i' ­ .11, LLL - . � , , "I 7 _­ - ,�.. . - described by plot or deed..,' A k� L� -11, 1�1 ' , -, I �1' , 1- ­ I , ,,, �, -E- = ELECTRtC LINE m `�, , I �­ - ===z=__ - I ,�� , 1_� . � 11,11 ll , - I - -2 - - N__1 , - 1L. I- - I '�, I-, ,_ , � 1�` _1111- ,,, 11 _1� � � i �31 -6611 OR -11 1�." I_,- . ;1 �, � ......... � ... ,z,�"_ - . I " (317) 846 -FM- = EXISTING rORCEMAIN -6 I 11 _�- , 1111- ...... � "I' � t - - 1, I I '� 11" - 1. 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Gall before you dig. co ". 0 rz I 0 RESIDENTIAL USE I SEDIMENT TRAP LOCATION I � . . 1�� - R - K I F�� - 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 d, ,,, ,, a> C7 r c f u a, - 4A fii m c. - r:. ;- w �_ ; . r, - ' ,j 3 r. f., 6 iU I � ( � 7 I U _I __.__ _ / \. / / f/ \\ 3r- / f ILORIM LU FiLP�tiN GFif_�i�(H y / / OF INDIANAPOLI ), INC, �'� Ey - / iN� JRUMENT O, ;�0 �-- 77 5 Z ELS :' ` / ;:-::'. \ _( \\ (_/ ji4 ii : o -r ins /,i.1y! .. 91 �7 0 1, �• // �� / r' ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT—OE--WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SMALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE�-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES dF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT—OF•—WAY / f e\ f /� f ��,,; o1(1 (; 0/ �, \.A v \ ``i '1 1'- % E,_st.fu o�rok / \\ / \ y / rn�.t , e' QA V� �� - gF o� / /` y �� }I / it ,OG / // '/" / ///%f ` // !` / Ora I — — - ._-. _ , \ ,,� / o , q '. ". ...-....'... 35 ,/ r, NOTE: RECREAI"IONA.L FIELDS ARL • �\, -- _ / z: - _ . .... o 25 .:::::'':: ::1.'.1: 1_1'. CONCEPTUAL, AND NOT INCLUDED IN\ \`' " ^- AI PROVAL OI• 'PHIS CONSTRUCTION \, \ \ / ✓ _ 3 , -;la I ___-'' :1:'.... 1 i.(1;; fu rV,6ri T, 1->>„ y,,_ SET. I' tE SIJ13MII'•I,AL& APPROVAL f'r,� -• \ce I,�. o / U`I't1E ! ,� , - .. - ' J F r a a ;I qa rr�? n 7ei,+r rur+E r R.L ' _ e �Vi C Or., L/ .0 Sf / 4 4f ... m �., ch M CAR. \ :' \ \ c! , .. _ , 1+J ,, i fi r3 i. lt)rf cf _ .}n�if1q. r�IJ II yr' L} I R , MI r %- \ /J \\ O / - Sec. C, -i i/N--P,3L nl, ate, Exr n [ , 8,,D -.;f LNGINI E�INGANr) aWIPP Ill - / %/ C7 5 ' U L Errs 0 I ,'0,1 f1,,v° , , tuVl] �,_"` rg 0 / / I.da9 fe,ilii Found ;,i o f r1 u, iE En int it rl 'f ,,i 1 re fess �1 •e r ' ',�ao G r / f pef �- p USACL. (Ia012 WF�TL.ANUS) �/� � 0 t1 - - - ��1 O� - ... .. nt o u l - n I i,-, y • oayo ,, , i, t IT , / �/ CJ GiAd p I l�f __ _-__ Z- --- — , ', � f /� ,., yQrt I I .. .. \ ; o W i:; / / _,_._-._._. .�. .."� -- _ - :.:.- , - .: .. .. : , 7, i..-.. i,! -r, ,. � r , _ % , / / ./ / "% 11 � - I .-... .... .. ..... .. ... .. .. -Ifl _•ifn`� ;1 .. : l,�j /jJ,�f/✓ ,,/ %� £1I r G f f - W - _ - . .. .. _ J. - - - - 1 s. 1 / -. r! /o i ,. -.... !i rl {. . ... c� / . ..... . - ....1...... r.........- ......... ......... .....--..... .. .. .. .. - / / /, j I/ /'' '' . `y . ... - _..... .r.. . . - - - - . 1. ... . ,r .. .. .",' .. .. .. 'r ! zl_ ,'lrr lei._.- '%i• i , .... .. - .. / / 4 ✓ /// - / 'ir 1 . _ r 1 J /rl ... ....... o /� v I -.._ ' 6 / /�,• \ / \ J r'� �> / .. / 3f f_ .. .. ._.. ,_. i ,: -.. ... ..- _ ... A : r% , i 2_� _ .. . ._.. .- - - \ - ` r\u z --- J/ `� :.. - ... ..:. \i': .'.. ; . , / / 25 % 11 \ .� /o -j I / ` .. \ -i` \ \ f ... ...... .. . .... .. .. �.. \ 2� �� I / \.' % / \ r /' \ 1. �\ \ / g ,✓' ,! `- o .< ' ` 2 \ / //. // { , O, " � - \ T`(P. T' € -_. . __ ti CJ .. ..... .. ...... y r7,� \. \, \ \ \ \ 1 _ / ?_9> \ 0 . / \ \ fi. j\ ,}' _ ,, / ! � �, `, i _ % \ �'' 1. �.. \ . 2 �^ \ \ ; J / ( :..:.... \\ / / c� 1 Vii' �," \ \ _ 2.' /, { `�' ,/ NOTE: RECREA'T'IONAL FIELDS ARr; 1, / \; ` / CONC.LI #UAL ANI7 NOT INC'LtJDLD IN 1 e :. / / € - \ AI PROVAL OF TI'IIS CON57 KIJC I EON \ \ /' - f SsT. FUTURE SUBMITTAL & APPROVAL :.'.'... - / f o ,.n 1 > TtI.QUIRI D PROM C ARMLL \' ...... ::,\ a�'- 33 �q p *� °r - -, I I .. .... .. ..... ......., +fia J / E,NGINEERI�NG AND SW.P1 P, IDEM, ANE) . .......%'.' .. . _ � , i 29' 1 / % // 0 r , .................. , % ,f k� � - - , USACL. FOR WI_,ILAN z.... - DS = , /r ✓ 3 GENERAL NOTES: 1) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. --- NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT. 2) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING CONSTRUCTION 3) IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH ALL RESPECTIVE UTILITIES. 4) ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. 5) OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH. 6) IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. 7) IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY CONTROL THROUGHOUT THIS PROJECT. 5) TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL STANDARDS. 9) BEARINGS, DIMENSIONS, AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD SURVEYS AND PLATS FOR EXACT INFORMATION. 10) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND POSITIVE DRAINAGE PRESERVED. 11) THE LOWEST FLOOR ELEVATION RECEIVING GRAVITY SERVICE MUST BE A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF CASTING OF TETE NEAREST SANITARY SEWER MANHOLE, OR A GRINDER PUMP SHALL BE REQUIRED. 12) ALL DIMENSIONS ARE BASED ON FACE OF CURB OR BACK OF ROLL CURB OR FACE OF BUILDING. 13) SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING, BUILDING DIMENSIONS, ATM RELATED DETAILS, AND SIGNAGE SPECIFICATIONS_ DO NOT STAKE BUILDING FROM THESE PLANS. 14) COORDINATE CONSTRUCTION ACTIVITIES WITH ADJOINING WORK. VERIFY EXTENT OF ADJOINING WORK AND COORDINATE AS REQUIRED. 15) FIELD VERIFY EXISTING CURBS AND TAPER PROPOSED VERTICAL CURBS TO MATCH WITHIN A MIN. OF THREE (3) FEET. 16) THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS OR ASPHALT PATH FOR ANY UTILITY INSTALLATION IN THE RIGHT-OF-WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED W/ DOUBLE WALL HANCOR HI -Q OR EQUIV. 18) AqA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 19) NO FLOOD PLAINS EXISTS ONSITE. PLAN NOTES: , . "-. :.`' -' /\ c; i fry 4 JPO.;' t k: . .., ' �'% ✓ ;�' + I / { 1, r' 'i.' o yly. BETWEEN BUILDING AND CURB. COORD€NATE WIT#! ` G .- 5fi z ?<� ° ~ �' o \. o. y / \ ARCHITECTURAL DRAWINGS ) \ -\ .... a �`. } o / 3 s �j P` c r . - 2 xµ �a . ' ;:, '" ti ,; ` s :1' NCRETE PARKING BARBlER PER DETAIL ON SHEET C202 \ ..__ ... oe rae !/ \ // - i r J \ .. r a e \ ... ✓ _. _ _ _ j f , ............. . ....-. ' i'' -_- . E n :::_ .:o.^1_"1_11 wr RNN DEN - i O' _ \ Y FO ( , - I\ rT ............. �............................ - J ,) ,. \\�` ,.-}- FAS 1 - �� \ - a.as_, . c:5*,. �;-_.. / : 1 _ �a� x ............... i t I \ i k _t - \ >- / , v \ ... \ ;.... '..' i) .:".-.J/ /o G l \ . . .. .. =r�q� , ,: 5 BUILDING LIGHT. REFER TO ARCHITECTURAL DRAWINGS € \ :. 11_.1.1.. '... ;, .... / sar� /� ' \ / �` ', �� ` '% \ \ a \`O / \ 11 3j: \• / / \\ \� .... • ... TYP PROPOSED SIDEWALK PER DETAIL ON SI EEEF C202 ..... I \ ,? \ -' . ..11_.11_ '. '.'. : '.: ".'.. \ : ' \ ' r \ \ �� /' : _ \ R �y o� . . �. ....:... a.'.'.'.. �, - yy - r., r � - _ y,. \ Ir n . / / / �. \ - 1. % \ \ : , 1_1_1_.1: s CI �' ,s ,� .. 1_1_11'. ,:..� _ .. / �\ \ \ p o �' f f \ I ;. PR o° \'.. IU \ J� OSED SIGNLLOCATCON Ef'f? ;r ' %- uUtCr,� .int \ ! \o,, r C�4L J { .. , ... . . .. C/� /� }' f V '1 r v cls �/ / $ 1- o \ ri f l` 6 ROPOSED LIGHT POLE AND BASE \ - cs, r+bc:<f t: ysrJi /d %` \ \ \ !�'' ` f/�,_/y\/�J ., .. '\ ,s \ 2 :....:. '. = � ...11_.1_1_•' ...�.� - - ... 1_1_1_1_ • : ..:-:'.�:� .: ::, \\ �!::. ` P 25 PRO SER EDGE OF ASPHALT PAVING, : r''. / 34 R:t,::. /, \ \ 2 U / 17 r ri �, PO '\ . �. / / r''f / \ - \ _•� % - Y' O .... . r \ s ...... f - 1.. t� Q \'„ ...� �.. v - .............. _ , .................. ,.,..... -- . Y FLIINGAROEN EASEEaEtsT— % \w\ , � � G2 .�_ ...... Y " PROPO SERPENT# BIKE RAC . , . -. , ... , . �, y K. PER DETAIL C202. /J! \ 1 r .. .... ... ........ ... ...... .... ' - �. : '; . t, r • ... _ . .... .....1.1_..1..1: 1..11_.1. ' ' 11_.1.1:.. ... '.... / RtOai:: n� ��°,\ ,'• _ -' ' - r % \��I ' \_ �\- ::' "+� :� ,�.I - : .�. f/� ` 1 _ �' \ \ BIKE RACK, INVERTED U -TYPE PER CARMEL CITY CODE ............ } ......, ....6,.,.. - ..1_'.-1_..1_...1_:. nI- r..... . ............ ........ \' ter, a CHAPTER 27 06.03A. ............. \ ,... . z 9 r ........... .......!FIA•fi,�.'.... :%.-....... �iaF 1_.1....1.1/'. ."..', t' rZ1�' 4 143 } �.... ........ ''m / 2 l } _. 11 ........._.. ,............ ::e DQ �� -- J uv } .Q. �. r RWPIGARBEN .9 i' f o \ EASEi4ENT .0. ` f� // „ice -� i 1. t 1 5_ / q, f \ ki3D Y \ .�J ( TYP i 2, i' \ li EASETA \ , o F �' � 100'YR FLO' ENT �' A I �'' DRY DETENTION POND v o° e v,,, 34 _��. .>� /� l z t OQYR 895.00 ® a 1_1_.1_1_' 2. �'� l o ,/ J a ,y J J .. QYR 893.50 .. .. . 1 :. ' .•o ,' �, / ...... ... 2YR=892.60 v $;; n / - �-- s / TOP OF BANK: 896.50 \ l -_ _ , a \ ca, - - _ �,-._ _ .-_ ._ —_ --- ._...,........ — U r .............. ,�: \ % :11_1_1_ ':..':".' ' ':::.'.':.':... } . 6, ....._, ,� ' < r ° �,r IL11NGhRDEN FASEtaElai - a % • - 'q" 3. / o / \ \ - 3 ,/ - ' �� / % I _ I \} S�&.9'r l f 11QiR_kLOY1�ASt�IENT r 'n m � :. % ..:. ! � f3�Q•Cfr: i \ . ,..-_�,,'_ x I e % . � 1` IACATI N,. "€� 6 / 111 r _ (=1 I \ pnCE �/ SIGN _ - _ = __ ` -- 4 _ - _I Ilia w -- _ . ------- F. .: _ ..111_..1_ \_ __ ..___ --- ..__- -- t ; I 1 I V 40 BUILDINGS A K N' �� n ; I ... - ... _ V.W. Dt\'AINAGE, SANITARY &UTILITY EASELAENT Rf4.0 ; �}v •, %- \ 40' BUILDING SETBACK LINE _ _ _ , - 15 LANDSC.A 1 .'' ` � _i ____....� �. ��;'` � �'-`�- a.._.,_ --,-_ ,.� ._,w__ ._ � TU' HfJITriTTNG" LT'EJT{t;R`�iN�`��;,<'� PE � - -- 1 ..-.. _._-.._ BUFFERYARD 15 lANDSGAPE BUFFERYARD I, • .... ..1_11_1. - . . P.......... ,, _... ._,......•u . ............. .....r,«-.__�. <.._t-. s,._. ...�..-�� - r.,...,_�.e �.,�..�. -, ,,-U .,.tea s.��.�r.�Y�.��-... .:.-�-.--�.. ' _ 0 ._'N _ ___._ _ _ __ _ 5 _ _ - _ I XISIING WATCR IASLMM,1r -.: 'TV,W. U INAGE, sm ARY & UTILI EA• SCMEN'I r �. v - ui - --- _ ® , _ _.,�._ _ �_ , __ _ V;Vl..la(lSTING Ri3W _ . - - ;-"I d T :'z4 f: tG.O'. .. - " "d--- __ _ _ _ _ _ _._.._..-_- .__--._.____-_ - �� �. _1 , _ ; .:::_. _ _ .... .... 15' LAND5 APE BUFFERYARD " ( 1 7p t,#ULT#-USE. PATH UNDER ,GO .STRUCTION _ _. 25 . t ). --- _ .. __i-.-.�:_.... � - . -:. - .. - -. __. -- _ _.. w \ _. _ _..__. 4-: + - -- _ _ — ----- — - , E, ----- -------- - _ ------ - --- - -- -r _ - - --'- f s '-# tna .�, D 2 ROW n -- - --- -- I !., . • .'. _, . .. _ r •-t ...tee.- .�.. ____._.._.,.».._._-.._ _.�.,...- - - - - s ! /;� , ,,, ..._. _ _ �' f.o� t--r�tt. 50 I `._- -.�. __ r_ t I 4�-ur,at I �` /t< _, . .., <fi a/: - . .l. , .,,_ _ f2 ROW .,.��t. r In_>�,_��._._��...c.__t�-._.w_�_-,_��-__._ �•----�-.--�•F :: -' {1 Ulna-1lSl=F-AT}i.-(LiNt1FR;GQNSTE�UGFIt7N�,. .._...,�;:..,..t�eginrul�:-��1 .89°38 5 W. 895.22 _x- ;, Ff ', -; - _ _ -•_.__- } r _._.".. _ _. _ - ___._.. _-- - _ ,___ ___.___ I c, I Exlstfng 4Q VIV Line foo.o' 8 ` i : f -_ ___ ao,o- - 25 loD.or Exfsting 40' !7/W Une p 2 . - J per Inst, o. z( - 15 t 57 aN er ins#. Na. 0f�3--15157 � r r; s ci. ,, r- ' / o I i / /' /,, 14 f; 16 � F 3 j, r,' r/; ,ri /�; /� , /f ( (V.UO' i -- (..t_tl,r , f.}..t, p { /, ;/,% /; - 3 /✓ if ✓'r � �', %,�✓,• ; ✓I' .�; ,;Y--/; /;; ,!✓ !� 3 ,,`i �, r`, ��, , 3 - t� :r',�'' i �-0.{i�� r - ,/ f / , _ _ South Ifne, SE��t Sec. fi-T17N--F':SE j "dere sPf c _ _ - - - - -- - — - _ _� - _ - _ _/f)f .._.—.__ _,..,-.w_._w _..,—.e.. __ _ __Z= _�� �—. , �+n+. �.__. ".-.-.....— _". „. ..— .�_. .. —w �.... �eia renes--- ma+u_._... "'i'�• •—_ 7 5.89 s8 51 'N' Q95 �� - ' 7� 7 o _ _ Gfgci f it,pr' ' _ ._-- - - - __ -- - - - - ----- -- - - - - t u t_ .r ,I -n dt � _ - f_4w ,•,f AsphnuE I-�-�—G� ---, - - G - -c - --- -G--- -- ----- - -- - ----_- - _ - - ---'_ - - - -- -, -_- _ _ - _ — c - - - W-._- _._._ - __,�, L ra - - ---- . --- . - — - ___ - ' „ i' t 1 392.35 E f \ - - - - - j \ - f - f SW Cor, S 4 I I'OP, M.B. 14 Pg. 279 1 I , r. I I ., _x. __x_ __Y�-- ,_ x-_.._._,-rk 1i .I a. t 1 r F -f 1U i 8 w_ _ � z[ l� PROPOSED ROOF DRAIN. REFER TO ARCHITECTURAL GENERAL SITE NOTE -+S: ��� '' DRAWINGS AND SHEET 0103. 29 PROPO P SED TY E €€€ CURB &GUTTER PER DETAIL ON S • E1=•�u.,..,x, ALL DIMENSIONS ARE AS B ED FROM FACE 0 F cuR B OR C� I HEAVY DUTY ASPHALT PAVING PER DETAIL ON SHEET C202. f �T LEGEND / `t vN 2 L) ,/(D LIGHT DUTY ASPHALT PAVING PER DEt-AIL ON SHEET C202, u ®MB = MAILBOX X T RIGHT-OF-WAY ASPHALT PAVING PER DETAIL ON SHEET �',;,, - - - RIGHT-OF-WAY RINE `' C202, k = PROPOSED P1PE BOttARD � r(ll 0- F.F.E, = FINISH FLOOR ELEVATIort � PROPOSED HEAVY DUTY CONCRETE WITH 1' CHAMFERED 0) ,4 r_, Ca zT w CORNERS PER DETAIL. ON SHEET" C202. 4r) a. XINTEGRAL WALK AND CURB PER DEi'AIL ON SHEET 0202. L j u, ./\( PROPOSED TYPE II CURB AND GUTTER PER DETAIL ON � QQ)j \O t l f� �1n�r -t SHEE!' 0202. c " n NO EARTH DISTURBING ACTIVITY 00 d' 00 � 5c -u y i� , MAY TAKE PLACE W IT# LOUT AN � `-' MATCH EXISTING PAVEMENT, EXISTING PAVEMENT SHALL BE SAW CUT TO A (= � �- ,j CLEAN EDGE AND TACKED PRIOR TO PLACING M 00 Cc) 4 APPROVED STORM WATER NEW PAVEMENT. MANAGEMENT PERMIT t'� ) g �� "PAPER CURB WITHIN 3 FEET. ADA ACCESSIBLE RAMP PER DETAIL ON SHEET C202, j ADA PARKING SIGN (1 VAN ACCESSIBLE REQUIRED) PER DETAIL. ON SHEET C202, 11 PAINTED WHITE 4" PARKING LINES (TYP). f r! t f t^j ,--, 12 PAINTED BLUE ADA ACCESSIBLE AISLE, _:: .____ __ _ _ -- _. _ _ _ _ ;, "E. 1� X PAINTED ADA PARKING SYMBOL -- (WHITE WITH BLUE N.89°38'51 1 9 1.72' BACKGROUND) PER DETAIL ON SHEET 0202. �- _____-_ 14 24" PAINTED WHITE STOP BAR X@ STOP SIGN - ---. -_.. ._-_- -____ _ 7 / �} 1g PAINTED WHITE TRAFFIC ARROWS PER DETAIL ON SHEET / C202. / 1% CONTRACTOR TO PROVIDE 6" MINIMUM APPROVED TOPSOIL , . "-. :.`' -' /\ c; i fry 4 JPO.;' t k: . .., ' �'% ✓ ;�' + I / { 1, r' 'i.' o yly. BETWEEN BUILDING AND CURB. COORD€NATE WIT#! ` G .- 5fi z ?<� ° ~ �' o \. o. y / \ ARCHITECTURAL DRAWINGS ) \ -\ .... a �`. } o / 3 s �j P` c r . - 2 xµ �a . ' ;:, '" ti ,; ` s :1' NCRETE PARKING BARBlER PER DETAIL ON SHEET C202 \ ..__ ... oe rae !/ \ // - i r J \ .. r a e \ ... ✓ _. _ _ _ j f , ............. . ....-. ' i'' -_- . E n :::_ .:o.^1_"1_11 wr RNN DEN - i O' _ \ Y FO ( , - I\ rT ............. �............................ - J ,) ,. \\�` ,.-}- FAS 1 - �� \ - a.as_, . c:5*,. �;-_.. / : 1 _ �a� x ............... i t I \ i k _t - \ >- / , v \ ... \ ;.... '..' i) .:".-.J/ /o G l \ . . .. .. =r�q� , ,: 5 BUILDING LIGHT. REFER TO ARCHITECTURAL DRAWINGS € \ :. 11_.1.1.. '... ;, .... / sar� /� ' \ / �` ', �� ` '% \ \ a \`O / \ 11 3j: \• / / \\ \� .... • ... TYP PROPOSED SIDEWALK PER DETAIL ON SI EEEF C202 ..... I \ ,? \ -' . ..11_.11_ '. '.'. : '.: ".'.. \ : ' \ ' r \ \ �� /' : _ \ R �y o� . . �. ....:... a.'.'.'.. �, - yy - r., r � - _ y,. \ Ir n . / / / �. \ - 1. % \ \ : , 1_1_1_.1: s CI �' ,s ,� .. 1_1_11'. ,:..� _ .. / �\ \ \ p o �' f f \ I ;. PR o° \'.. IU \ J� OSED SIGNLLOCATCON Ef'f? ;r ' %- uUtCr,� .int \ ! \o,, r C�4L J { .. , ... . . .. C/� /� }' f V '1 r v cls �/ / $ 1- o \ ri f l` 6 ROPOSED LIGHT POLE AND BASE \ - cs, r+bc:<f t: ysrJi /d %` \ \ \ !�'' ` f/�,_/y\/�J ., .. '\ ,s \ 2 :....:. '. = � ...11_.1_1_•' ...�.� - - ... 1_1_1_1_ • : ..:-:'.�:� .: ::, \\ �!::. ` P 25 PRO SER EDGE OF ASPHALT PAVING, : r''. / 34 R:t,::. /, \ \ 2 U / 17 r ri �, PO '\ . �. / / r''f / \ - \ _•� % - Y' O .... . r \ s ...... f - 1.. t� Q \'„ ...� �.. v - .............. _ , .................. ,.,..... -- . Y FLIINGAROEN EASEEaEtsT— % \w\ , � � G2 .�_ ...... Y " PROPO SERPENT# BIKE RAC . , . -. , ... , . �, y K. PER DETAIL C202. /J! \ 1 r .. .... ... ........ ... ...... .... ' - �. : '; . t, r • ... _ . .... .....1.1_..1..1: 1..11_.1. ' ' 11_.1.1:.. ... '.... / RtOai:: n� ��°,\ ,'• _ -' ' - r % \��I ' \_ �\- ::' "+� :� ,�.I - : .�. f/� ` 1 _ �' \ \ BIKE RACK, INVERTED U -TYPE PER CARMEL CITY CODE ............ } ......, ....6,.,.. - ..1_'.-1_..1_...1_:. nI- r..... . ............ ........ \' ter, a CHAPTER 27 06.03A. ............. \ ,... . z 9 r ........... .......!FIA•fi,�.'.... :%.-....... �iaF 1_.1....1.1/'. ."..', t' rZ1�' 4 143 } �.... ........ ''m / 2 l } _. 11 ........._.. ,............ ::e DQ �� -- J uv } .Q. �. r RWPIGARBEN .9 i' f o \ EASEi4ENT .0. ` f� // „ice -� i 1. t 1 5_ / q, f \ ki3D Y \ .�J ( TYP i 2, i' \ li EASETA \ , o F �' � 100'YR FLO' ENT �' A I �'' DRY DETENTION POND v o° e v,,, 34 _��. .>� /� l z t OQYR 895.00 ® a 1_1_.1_1_' 2. �'� l o ,/ J a ,y J J .. QYR 893.50 .. .. . 1 :. ' .•o ,' �, / ...... ... 2YR=892.60 v $;; n / - �-- s / TOP OF BANK: 896.50 \ l -_ _ , a \ ca, - - _ �,-._ _ .-_ ._ —_ --- ._...,........ — U r .............. ,�: \ % :11_1_1_ ':..':".' ' ':::.'.':.':... } . 6, ....._, ,� ' < r ° �,r IL11NGhRDEN FASEtaElai - a % • - 'q" 3. / o / \ \ - 3 ,/ - ' �� / % I _ I \} S�&.9'r l f 11QiR_kLOY1�ASt�IENT r 'n m � :. % ..:. ! � f3�Q•Cfr: i \ . ,..-_�,,'_ x I e % . � 1` IACATI N,. "€� 6 / 111 r _ (=1 I \ pnCE �/ SIGN _ - _ = __ ` -- 4 _ - _I Ilia w -- _ . ------- F. .: _ ..111_..1_ \_ __ ..___ --- ..__- -- t ; I 1 I V 40 BUILDINGS A K N' �� n ; I ... - ... _ V.W. Dt\'AINAGE, SANITARY &UTILITY EASELAENT Rf4.0 ; �}v •, %- \ 40' BUILDING SETBACK LINE _ _ _ , - 15 LANDSC.A 1 .'' ` � _i ____....� �. ��;'` � �'-`�- a.._.,_ --,-_ ,.� ._,w__ ._ � TU' HfJITriTTNG" LT'EJT{t;R`�iN�`��;,<'� PE � - -- 1 ..-.. _._-.._ BUFFERYARD 15 lANDSGAPE BUFFERYARD I, • .... ..1_11_1. - . . P.......... ,, _... ._,......•u . ............. .....r,«-.__�. <.._t-. s,._. ...�..-�� - r.,...,_�.e �.,�..�. -, ,,-U .,.tea s.��.�r.�Y�.��-... .:.-�-.--�.. ' _ 0 ._'N _ ___._ _ _ __ _ 5 _ _ - _ I XISIING WATCR IASLMM,1r -.: 'TV,W. U INAGE, sm ARY & UTILI EA• SCMEN'I r �. v - ui - --- _ ® , _ _.,�._ _ �_ , __ _ V;Vl..la(lSTING Ri3W _ . - - ;-"I d T :'z4 f: tG.O'. .. - " "d--- __ _ _ _ _ _ _._.._..-_- .__--._.____-_ - �� �. _1 , _ ; .:::_. _ _ .... .... 15' LAND5 APE BUFFERYARD " ( 1 7p t,#ULT#-USE. PATH UNDER ,GO .STRUCTION _ _. 25 . t ). --- _ .. __i-.-.�:_.... � - . -:. - .. - -. __. -- _ _.. w \ _. _ _..__. 4-: + - -- _ _ — ----- — - , E, ----- -------- - _ ------ - --- - -- -r _ - - --'- f s '-# tna .�, D 2 ROW n -- - --- -- I !., . • .'. _, . .. _ r •-t ...tee.- .�.. ____._.._.,.».._._-.._ _.�.,...- - - - - s ! /;� , ,,, ..._. _ _ �' f.o� t--r�tt. 50 I `._- -.�. __ r_ t I 4�-ur,at I �` /t< _, . .., <fi a/: - . .l. , .,,_ _ f2 ROW .,.��t. r In_>�,_��._._��...c.__t�-._.w_�_-,_��-__._ �•----�-.--�•F :: -' {1 Ulna-1lSl=F-AT}i.-(LiNt1FR;GQNSTE�UGFIt7N�,. .._...,�;:..,..t�eginrul�:-��1 .89°38 5 W. 895.22 _x- ;, Ff ', -; - _ _ -•_.__- } r _._.".. _ _. _ - ___._.. _-- - _ ,___ ___.___ I c, I Exlstfng 4Q VIV Line foo.o' 8 ` i : f -_ ___ ao,o- - 25 loD.or Exfsting 40' !7/W Une p 2 . - J per Inst, o. z( - 15 t 57 aN er ins#. 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REFER TO ARCHITECTURAL GENERAL SITE NOTE -+S: ��� '' DRAWINGS AND SHEET 0103. 29 PROPO P SED TY E €€€ CURB &GUTTER PER DETAIL ON S • E1=•�u.,..,x, ALL DIMENSIONS ARE AS B ED FROM FACE 0 F cuR B OR C� CA I, 4 f -- `'='t;_71 i vN 2 L) a I !a •� `� ,-v , '=T. ILS v SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING � ��t '4 0 k 2 � r(ll 0- Ga ? ;_ y N 0) ,4 r_, Ca zT w � � 4r) a. 0 c� 110 \0 ® L j u, I s I x � QQ)j \O t l f� �1n�r -t I- c " n a 00 d' 00 � 5c -u y i� , LQ� 9 p (= � �- ,j ,-a h- M 00 Cc) 4 r�.��'y' car �� W u: rp c-) c� c- a. l 0. rn cn z aol;; p v-) u) o \`\\\\`\\\WkIIHIirr/ffjj �S . S NIN�,�'%I/ �' ANO. A " 10200392: -ate -- STATE OF ,�4 d !NDIANP. �� ,:\� i //////Fi//'S10NA1 ,\' \\\" ffrurr #1111\0 .`;11 /11 Jclb4T.. It. S131NNPMAN P.R. 11)�.00Bf1L V r ACE OF BUILDING. CA 0) f -- `'='t;_71 i tU 2 r Cs1 LEVEL SPREADER W/ SSD PER DETAIL !a •� = U ,-v , '=T. ILS .s SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING 0 U 2 � r(ll 0- Ga ? ;_ y N T ®� � � � -a ca W fP"' ++ W E r�.��'y' car �� W u: rp c-) c� c- a. l 0. rn cn z aol;; p v-) u) o \`\\\\`\\\WkIIHIirr/ffjj �S . S NIN�,�'%I/ �' ANO. A " 10200392: -ate -- STATE OF ,�4 d !NDIANP. �� ,:\� i //////Fi//'S10NA1 ,\' \\\" ffrurr #1111\0 .`;11 /11 Jclb4T.. It. S131NNPMAN P.R. 11)�.00Bf1L V r ACE OF BUILDING. , L C f -- `'='t;_71 i hf O�' n u �, r Cs1 LEVEL SPREADER W/ SSD PER DETAIL I n ,-v , '=T. rr .s SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING "o; �:� 2 m(;1 �,� . Ga ? ;_ y TO ARCHITECTURAL T W - O 0 V, W <t W E x , w a = F� a c " n a r 5c -u y i� , LQ� r�.��'y' car �� W u: rp c-) c� c- a. l 0. rn cn z aol;; p v-) u) o \`\\\\`\\\WkIIHIirr/ffjj �S . S NIN�,�'%I/ �' ANO. A " 10200392: -ate -- STATE OF ,�4 d !NDIANP. �� ,:\� i //////Fi//'S10NA1 ,\' \\\" ffrurr #1111\0 .`;11 /11 Jclb4T.. It. S131NNPMAN P.R. 11)�.00Bf1L V r ACE OF BUILDING. C202. jr` ff,.: f, -- `'='t;_71 �/ LEVEL SPREADER W/ SSD PER DETAIL ON SHEET 0202' � ,_;,=, ,-v , '=T. U SEE ARCHITECTURAL PLANS FOR DETAILS OF BUILDING ., j �t> cy - ND BUILDING DIMENSIONS. DO NOT STAKE BUILDING FRO 1 BELL TOWER (ALTERNATE Ai, REFER TO ARCHITECTURAL f � `=, r f wl .- HESE PLANS. PLANS). E /� ± DIMENSIONS INDICATE FIELD DIMENSIO J ( N AD USTMENI� BUILDING EXPANSION (ALTERNATE A3, REFER TO N r REA BASED ON ACTUAL FIELD LAYOUT COORDINATES. ARCHITECTURAL PIANS). 1� 9 p - a RAlNGARI)EN. PER DETAIL ON SHEET f' L102. ;3 /- } i � ' `"'�°i � t'� ) -PARKING S�J1V MARY - PARKING REQUIREMENT: CHURCH USE ONE SPACE PER FOUR (4) SEATS IN THE MA€N PLACE OF ASSEMBLY (204 SEATS) PARKING € - REQU RED -- 51 SPACES BICYCLE PARKING REQUIREMENT: 5 SPACES PER 100 PARKING SPACES 5 REQUIRED 7 PARKIN P gK� g/ �� q` /77e #g�9 i 0..➢ l�`J V LA�'��e 96 -STANDARD SPACES 4 - HANDICAP SPACES , 100 - TOTAL SPACES BICYCLE SPACES : 6 PROVIDED. 34 CURB TURNOUT PER DETAIL ON SHEET C202. s f' .I �.� c / M 0(� FUTURE PARKING, RECREATIONAL AREAS & DRIVE. r T c5 w r' : TEMPORARY GRAVEL DRIVE. _ . - i �. � a r CONCRETE PAD FQR TRANSFORMER & HVAC. I L It s - ,. 3' WIDE 6" DEEP GRAVEL SHOUL R � i� 'l `- DE W SSD. , .i [ y / it (� � j r , Cq __T11 •A 8 PAVEMENT FLUSH WITH SIDEWALK. `'" ,� F r iJ - Tt ,fi ,,.:_ , ,. 1 �. 4 X 1 8 ST ., ..s ONE W S D P �, S AT DRI - LINE. s•' ! - f . -,J 3 7j_ `` , ' MAINTENANCE BUILDING ,n _ CONSTRUCTION •: , ,. _._ ,s t � I� �(>� SEPERATE CONTRACT BY OTHERS. ®v� ,-� c _ DECORATIVE SIGNS, SPRINKLER SYSTEMS T , BEES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED WITHIN THE RIGHT--OF—WAY. 3 SCALL: 1 " = 40' 0 20 40 80 0, o Ij �` I_- d p � Ia r 4 � 4�, Kn�W What s b�l�� �, r Q0 _/ � r SII f r J1 b� p �tlu dig. a ._.w ___ Within Indiana Calc SHEET NO. - 811 or 800-382--5544 24 !'fours a 1)oy, 7 L)aYs o ;'week. PI'R 114D NA. SLATE I.AW IC 8-1-26. IT iS AGAINST THE L,RW TO EXCAVATE: _ _ __ WITHOUT NOTIFYINJG "THE UNDERGIROUMD PROJECT NO. -� LOCATION SERVICE TWO (2) WORKING GAY'; BEFORE: MAI,4ENCING WOFKI W09.0542 * n/ u = � _ v }o �� n = 8 = � 0 s _ �� �� ��������� | � / /' '// // +' / a�r/u ' //�' ' ' �� \ �^� x�" - / � �� ' ~ o ���W [U���N ' � \ +- � '/ /' ` / ~/ )� �� ^r ~'' ~'-~��' `�= � '�,' / �r o���' +' ~ �F ^^ �m /y `` �/ ,/ /' fr // '�� ' +^ �r / '� --'--'' �/ '-'`'�'---' '— �� +r ^ ~'/ ' ./ + '-' + ^ ��� N� 79/�� `' '; �� // /' ^ `!'o- ~+~ /' " f ,~'' _ ,// ~.,\ � �` ' � *p �'--~ ��7 ' ^, --��� �`�� __ �� \ �v ' ' - '------ ������TK�. �|���` �P��NK[�� �Y�T���, T��[�. [������P��� ��U���, F�����. U��T P��[� �� �T��� �U�� ����N(T��� ��� � ~ ������. ��������m� v�����e��� /�`�ux�m. l� ���LK |V |ML }N0ANA D[PAR�W[NT 0F T�AN3P0RTAT|0N AND8T) 3TAN[��D �PEC|RC�[0NS' 1Qy5 ED|T0N. R}R BAS|C �ATER|AL� �ND CONSTHUCT0N �ETHOUS� THE 3ECT0N� BEL0� FOR YAR/0US [[E�S ARE TO CLAR|FY THE |NTENT OF THE RE0U|RE�ENT� F0R TH�� PROJE�[ PLE��[ N[/rE THAT 0THER S���OF���U�������|����w�����PU��� 2. RLL gATER�L �H�LL CUNS|EJ OF EAF�H O87�|NED FRO� CVT ARE��. BORR0� P�5 0R OTHER ^ u �"vv, "°.^"r ^ '" ' ""`^" ^""',~��� c�n/n ��^�� oc r�cc rnum vn�^m". m°//cx ^mu u/no` o���/�muw� //./' /~ � \ � ^�- �� | �UBSTANCES AND LAR�[ ROCKS TH[ RLL �ATER�L SHALL BE PLAC[D |N LAYERS NOT T0 EXCEED �� p`� .y ,�` \ ' ' . ' " .^ �p� ~`.`` �r �� �r �� ��,/,� ` |NCHES F0LL0�|N� CD�PACT0N. PROPER �0STUR[ CONTENT OF �LL ��7ER|AL YV|LL BE SUCH TO ACH�EVE ,' ,�p _ '~___ ,__ �^ + \ - � ^' SPEC|RED C0�PACTON DEN8UY. ALL RLL 8[N[/�H PAVED ARE�S' FLOO� �L4B� AND FUTURE BU|LD|NCS '/ '/ \ ' ' '-` ��� ` �*' .� aJ'�� / '' 3HALL BE C0WF�CTED TO AJ LE�3T Q5� 0F THE �AX|�U� DRY DENS|TY P[R AST� D-1557 RELD // ' / f`� ``.- ' \ + av� ' /' CO#PACT|N� TEST 3H�LL 8E RUN ON E)V�H UFT |N F(LL SECT0NS AND lf|E RE0U|RED CO PACT|ON ON /' ', �v ``~ �� \ � + � / "� " ' ' ~' '/,. �r + �� ,. / � ' ' /� [�CH UFT SHALL BE |N �CCORDANCE YYRH �ND0T �ECT0N 211 ,' fr �' 4/ `�^� / 3. WAX|�UW LA�N SLOPE |� 3�1. ,/' /, /p � �" ^r �" ~ ' 4 THE CONTRACTOR SHALL CONTACT ALL U�UTY C0�PAN|ES TO LOCATE ��NS CONDU|TS S[RNCE L|N[S ��� | w�� �v ` y - | ' {N THE AFFECT[D �0N5TRUCT|�N AREA� EX|�T|N� U�L|TY STRUCTUR[� ABE'3HOVVN H`RE |N ' // _ ' ' ,f` \ \ ��' '/� ` '*� '" | ACC0RDANC[ �\TH AVA|LABL[ |NFDRW�J|�N THE LDCAT0N �ND PR0TECT|ON OF UT|UTY �JRUCTURES TH[|R ' ' � / �� __ ` �� ` �v SUPPURT AND �A|NT[ ' / ,�' ' ' ` � - ` NANCE DUR|N� CON�TRUCOON AN C0OP[R�[|ON �|TH 4PPL|CA8LE VT|LOY CO�PANY\ // / ,� ���� �{ - / � ^"''""' "'`° ','=`.c ' p ' -^.-``'�r ` ' //|S THE EXPRESSED RESP0NS�B|UTY OF THE CONTRACT0R� , ' �� ,' ,`. ,�v\ , \ y ' `� , , 5 ALL SPOT ELEy�D0NS �RE T0 F|N/SHED �RADE / ' /�o ' '�r� �� � `\ �v� r ` ^�' // 6' COwPA(3�D ^B^ 8ORR0V; B�CK F|LL RB�'D� -- ALL UT|L|�E� �N PAvED AREA�. /, . , ' ,__` �� __�`, `` ^/� �� �f� �`~~ ^, �e� /' 7� ALL CRADES AT B0UNDARY SH�LL �EET EX|ST|N�� /~/ `� "` �`` . F / / ^/ ~ 4^� ^ O ANY PART OF S�N[��Y 0R 3T0R� SBNER TREN�H23 RUNN|N� UNDER OR ��H}N 5' 0F PAVE�ENT TO // �/ ' �/ ` ` ./ / '--'-_ ��~ ,' \ «�' // ' �� ^` ' -- �~^ �p� � �p � � ---`-'/ ' \ � // ' ~ O[ B�CKF�LED ��H CRANULAR �ATER�L. , // �� �-_____� - �^ ' , '!� . ,� ,r' ,`� ,r� � \/~ 9� ALL CONSJRUCT0N 0N TM|� S�E T� BE PERFOH�ED |N C0NPL|AN�[ �|TH 0��.H.4. S7�NDAHD� F0R ,° «( av' �v�\ ~� ' ^ . >r '� '*= ' M0RKER 3AFE�Y� //'�� �� >^ ar ^` �`� `� ~\ � � '' ' ' �a ,� �r ;| ��' ' \ �` ^' ^ r ` ~� � � .fr� \ °� ./ ~~ �0� TM[ C�NTRA{�OR 3UALL C�NRR� ALL E�RTH���K QU�NTDl�� PRi0� TO T�E �[ART 0F �� ' /��'� , ^ �, �' � `' \ �p ar ' � a7,� ` ` ' ' - /' // C0NSTRUCT0N. |F �N E�C[�� UR 3MOR7��E VF EARTH |3 ENC��N7ERED. THE C0NTRACTDR JHALL ' /( '� /'- /!» ~ ',`'a��� ' � ` . � ^ �, { ```�` /f'� \ � �, ' �� CONF/R� YV�TH THE OYYNER AND EN�|NEER THE RE0U|REWENT� FOR 5TOCKP|L|N8. �EW0VAL OR |�PORT|NS /�`� ' **� '/' �\ '�'' �� v^ v' *v� ` '� ' `' `\ *i ^ c� 0� EA�TH. ' � ,�� ^�' r ._'� �~ - . '. /v�\ ^ � // 11. PR0ND[ PVSK�E D��NA�E ��H0UT P0ND|N� |N ALL AREA� �F7ER |N5T�LL�7!0N CONTRACTVR TV /' '' '�� ~ � -�� -^ o'� / ��� f �� ` ' \� ` ' �` TEST F0R AND CORRECT �NY P0ND|N� CONDOlONS ' ^'' '�� 6r /'� ,` � �� ` ` /r | / - -' f ---- r� |� VERTCAL CURV[� ��H A U�WU LE ' ��/ _ ' �� _/ ^,�� +!� �` ' �, � \ �� � �r | � | . W W N�TH 0F 50. ��ALL BE VSED �MERE P0�S/BLE BETY�EEN ' ", � - � � ` ��` ^ -- ' � � `�'�� �NK W8\��� � �^ ///�^ ��' / �/\� \\\�� \\��\ ��' --��rr�-^*�^�~ |« | '/ � ' ^�?/�` �_^� �r^ ���� ���. ��`' �� �.��'_~'.� .` ' ' ` ��na� ' 1y �� �� �4� pg� 279 " ` .�����s^ _,_�,' _ / �� �� �� 'ir ^ _.� ��_����' `^, �� , :r *f' ` -�' r-- ` � � , ` r /� � \ j�n/� \ � °* T- � � `-- ^`' ' / ~v� �~ ^�� 6 �r ~ __ +r�` _��. �, ` �� +�----'�----'��' m /� -- --- --- ---_� '- '� ' `' `���� �� ~ ^} �� + `�' afr � '�' +�� _-__ '��, - ^ '/ -�' �� ' ``�� :�' � .� ' � cw � -~ »» �p � m ,_ -~ o -� . �� �� rr `n � ~ o �o `� �� `�� �� _~ . . . o ^ � � `� ry r� � �� �� r�R\ UW8TALL 5' x 1[/ x 1�� RE�ET�ENT R|P-RAP 0N RLTER oo `n �� ��R� 8�0N RANQARDEN. REFER TO DETAL ON SHEET C3O3 �� \�^� �� D0NNSP0UT8 VYKH SPLASHBLOCKD x��^ $��� . . . |N37ALL 5X5X1�5 RE�ET�ENT R|P-RAP ON RL�ER FABR|� S~ HDPE DUAL 0NLL AU� N-12 0R EOU|VALENT RO0F DRA|N ��' �� 1.U� W|N|�U� 3U]P[ /�� ��0 .. 8 HYDRAY0� D��NAQE SY8TE�. '- '- /��. .. | __ +r�` _��. ___ , �''' ` �� +�----'�----'��' m /� -- --- --- ---_� '- '� ' `' `���� �� ~ ^} �� + `�' afr � '�' +�� _-__ '��, - ^ '/ -�' �� ' ``�� :�' � .� ' �������. ����/���m��.�x� ��v-�u����. l) C0NTRACT0R SHALL V[0FY S�E 3O�L BALANCE REUU�[WENTS� EXCES�/DEF�|ENT �AJER�� QUANT�E� �HALL BE RELD ADJU3TED ADJU3TWENTS |N F|NAL �RADE3 �S 3HOVYN SMALL BE RELU ENQ|NEERED �� RE�U/RED, AND k3 APPR�V�D 8Y 0VVNLR AND T�E �N�|N[��� �RA��N� |NTENT A� SHO�N SHALL 8E W�|NTA|N[�� EXCES� S0|L �HALL BE RE�OV[D FR0� THE �|TE� k�lO�J���������'^ ����/n�,x����rux�-c�. ELB6�|0N3 0N TH[ 3�T[ ��R[ [SQ8USHED 8Y �P3 �N0 CALCVL�ID UQN� NOS 0PUS� 8ASE �TAD0NS UDU�[D CONS/ST 0F 00LC0T COR5 A8P. |ND�NA UNNER�|7� C0R3 ARP' AND ��L8RA|TH COR5 ARP� EL[VKT0NS ARE BAS[U O* �E0|D0J' NAvD �SO�. TEWP0R�RY 8ENCH�ARKS T8� �1 NA& N�L S[T |N N8RTo 5|D[ 0F P0�[R P0L[ �22 129-A APPR0X|N�ELY 200 FE[T E4�T 0F TH[ �ECT L|NE AND �5 F[[T NQR1U OF C/L �O0H JTRE[T� EUE�J|ON-8�4��0F[8 �� �2 W�c NA|L S[T (N TH� �E5T 3|0E 0F PO#[R P0LE �23 {20-� APPR0X|�ATELY 5O FEET B\�� OF THE Q8T UNE AND 6O FEET NURTH 0F C/L �00TH STQEET� EL�YQON - DO9�00 F[B P0���E D��NA�E YNL� 8E WAND\NED F0R TH|S �TE N0 HRDBATV�' 0F N0�[ THAN 1/8^ |N DEPTH SHALL BE P��WR�[[ \NY ARE�� TMAT HDLD �8TER WDRE THAN �/8'' PEEP SHALL 8[ �UT 0UT �ND C0RRECTED TO P0�0VE DRA|NAQE AT NO COST T{ THE 0NNE�/ D[VEL0PER/ 0R EN�|NEER� o on m /� u� �� w � � � �� � � cw � -~ »» �p � m ,_ -~ o -� . �� �� rr `n � ~ o �o `� �� `�� �� _~ . . . o ^ � � `� ry r� � �� �� �� . .� | wn � «� oo `n | �� �v� �� -- - �� �� � �~ �~ �� �. ' o � m -- o -- � | -~ �� �r ,n ou rn � | . � ��� � N � U M 0) n U X axis 10 1 9 1 8 7 ! 6 I 5 4 W.. W w w RAIN GARDEN `�`�� ... �' `�`'Y er.� '.spn . w• ,y .'.�. rn bloc aE A. W.�..k.... �1 ilk RAIN GARDEN • r .k� ... • r yr f 4, v' w RAIN GARDEN }F RAING ARD'.'..'�.'..:�: EN RAIN GARDEN #2 "w � •; x� �'. .;:m.. , rah 4 w; r � •w. .w •�k vz \ i c u • x 93 A" f • : � � rte. ..>, � i T � ` 1, ,,, • �; � - �.• • FRAIN GARDEN_ ..�. . m v. �.` W .. 4, , w ... er' w �s. w w \t� � \�S` ,�Q•u•�.�,���,,,��\ �\,i°` 7 , \ SOILS E_ LEGEND, Fi BHOOKSTON SILTY CLAY _ EROSION CONTROL NOTES MAIN SOIL FEATURES THAT ADVERSELY AFFECT ENGINEERING USES OF THIS SOIL IS ACREAGE ARE A SEASONAL HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE r a w SHRINK -SWELL POTENTIAL, AND MODERATE PERMEABILITY, THIS SOIL HAS SEVERE 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED rN LIMITATIONS FOR BUILDING SITES, THE SITES NEED TO BE ARTIFICIALLY DRAINED AND EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE * PROTECTED FROM FLOODING. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS PLANS FOR LOCATION OF LANDSCAPE BEDS. SHOULD NOT BE CONSTRUCTED ON TH15 SOIL. USING PROPERLY DESIGNED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT STRUCTURAL DAMAGE FROM FROST ACTION AND SHRINKING AND SWELLING OF THE SOIL. THIS SOIL HAS SEVERE 2. INSTALL SILT FENCE ALONG ALL PROPERTY BOUNDARIES `` \ •: •` c y = LIMITATIONS FOR LOCAL ROADS AND STREETS BECAUSE OF SEASONAL HIGH WATER TABLE �,a s\�. ��.\?;�.�� •' ADJACENT TO CONSTRUCTION. AND HIGH POTENTIAL FROST ACTION. INSTALLATION OF DRAINAGE DITCHES At_ONG ROADS T� y HELPS TO LOWER THE WATER TABLE AND PREVENT DAMAGE FROM FROST ACTION. THE BASO MATERIAL FOR ROADS AND STREETS SHOULD BE REPLACED OR STRENGTHENED 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL `� WITH SUITABLE MATERIAL. IN THE STREET. CROSBY SILT LOAM I F �'•\a\ •� \ 2\ 0 TO 2 PERCENT SLOPES. THE MAIN SOIL FEATURES THAT ADVERSELY AFFECT 'THE [� ���•i\\ ENGINEERING USES OF THIS SOIL ARE A SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION, AND SLOW PERMEABILITY. THIS SOIL HAS SOME SEVERE LIMITATIONS FOR BUILDING SITES. THE SITES NEED TO BE CONTROL & SEDEMENT PRACTICES - ARTIFICIALLY DRAINED TO PREVENT WETNESS FROM BECOMING A PROBLEM. DWELLINGS AND SMALL BUILDINGS WITH BASEMENTS SHOULD NOT BE CONSTRUCTED ON THIS SOIL. WEIHE ENGINEERS INC. USING PROPERLY DRAINED FOUNDATIONS AND FOOTINGS HELPS TO PREVENT I0505 N. COLLEGE AVE, NO SCA�s`3 STRUCTURAL DAMAGE FROM LOW STRENGTH AND SHRINKING AND SWELLING OF THE SOIL. INDIANAPOLIS, IN 46268 THIS SOIL HAS SEVER LIMITATIONS FOR LOCAL ROADS AND STREETS. THE BASE MATERIAL TELEPHONE: (317) 846-6611 FOR ROADS NEEDS TO BE STRENGTHENED OR REPLACED WITH SUITABLE MATERIAL. FAX- (317) 843-0546 PROJECT' LO CAI 1 1 ON SOILS MAP T EMAIL: SHINNEMANJ@WEIHE.NE1- CONTACT PERSON: JAMIE SHINNEMAN F � 3 2 1 1, EROSION CONTROL SPECIFICATIONS: 1) THIS PIAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE RAIN GARDEN SIGN "DO NOT MOW OR SPRAY - RAIN CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE 0 e4 i' *�.,,, r CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE �10 CONSULTED IN THE EVENT THIS HAPPENS. (D a 2) TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS Cd OF 15 DAYS. a 3) PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED pfj ..4 00 ko GRADE. 0 0 tr w 4) PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL �; tn P4 � � EROSION. , , 5) ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE ami W (4 ert CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. z ad 00 ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR to w ~� EFFECTIVENESS. c •"' '0 .� ca 6) IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING ® p M 00 en PROCEDURES SHALL BE USED, M 00 en 7) DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED SEEDING ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY, WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. TEMPORARY C -®--•-P D 8) THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9) IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM kkI 1' . ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS DITCHES IN ST7 IAC 15-5 CONSTRUCTION ACTIVITY STORM / STRICT COMPLIANCE WITH "RULE 5" (32 WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO � V OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF -(D Uj INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT a PRIOR TO ANY CONSTRUCTION ACTIVITY., 10) FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. Z 0 LAND DESCRIPTION: PTION: 0) (D � Part of the East Half of the Southeast Quarter Section 6, Township 17 North, Range 3 East in Hamilton MULCHING G County, Indiana, more particularly described as follows: = ®o® Commencing at the Southeast corner of said Southeast Quarter; thence South 89 degrees 38 minutes 51 �J seconds West (assumed bearing) along the South line of said Quarter a distance of 434.78 feet; thence North 00 degrees 21 minutes 09 seconds West a distance of 40.00 feet to the POINT OF BEGINNING; thence South 89 degrees 38 minutes 51 seconds West parallel with said South line a distance of [895.22] feet to the west line of said East Half, point being distance North 00 degrees 13 minutes 22 seconds [East] 40.00 feet from Q the Southwest corner of said East Half, thence North 00 degrees 13 minutes 22 seconds [East] along the N West line of said East Half a distance of 592.23 feet to the South line of Brandywine Section Two as Q B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; recorded in Plat Book 7, Page 155 in the Office of the Recorder in Hamilton County, Indiana; thence North 51 a t U d PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. y degrees 00 minutes 00 seconds East along the South line of said Brandywine Section Two also being along 7 o w o C = SPRING OATS 3 BUSHEL/ACRE, N the South line of Brandywine Section One as recorded in Plat Book 6, Page 52 in said Recorder's Office a distance 1193.55 feet to the Northwest tract land in Instrument Number o z v D WHEAT OR RYE 2 BUSHEL/ACRE. of corner of a of as recorded r5 w 87-31364; thence South QO degrees 00 minutes 54 seconds East parallel with the east line of said East Haff and along the West line of said tract of land and along the West fine of a tract of land recorded in F = SOD G =a STRAW MULCH 2 TONS/ACRE. /I/ IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. Instrument Number 200100048544 in said Recorder's Office a distance of 942.68 feet; thence North 89 UE degrees 38 minutes 51 seconds East parallel with said South line a distance of 191.72 feet to the Northwest ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.`' } � 3 corner of a tract of land described in Instrument Number 200100054751 as recorded in the said Recorder's Office; thence next 2 courses being along the Northwestern and Western line of said tract of land; 1.) South SEASONAL SOIL PROTECTION CHART „o 0 44 degrees 58 minutes 18 seconds West a distance of 320,73 feet; 2.) South 00 degrees 00 minutes 54 A ^ 2i 0 seconds East parallel with said East line a distance of 169.44 feet to the Point of Beginning, containing 20.837 acres, more or less. Together with: Rights as set out in Declaration of Covenants and Restrictions and Sewer and Utilities Easement, dated August 1, 2001 and recorded August 6, 2001, as Instrument Number 2001-48543, in the Office of the Recorder of Hamilton County, Indiana. THE ABOVE DESCRIBED REAL ESTATE IS SUBJECT TO AND/OR TOGETHER WITH THE FOLLOWING: Amendment of Right -of -Way Grants [for Panhandle Eastern Pipe Line Company] per Deed Book 2.87, Page 95. Agreement Amending Pipe Line Easement [far Shell Pipe Line] per Miscellaneous Book 148, Page 279. w �5 Grant of Drainage Easements and Road Rights -of -Way per Instrument No. 87-29851. Dedication of Public Right -of -Way per Instrument No. 2003-15157. h a_ a - INLET PROTECTION - USE SUBSURFACE (n(n N INLET PROTECTION WITH OVERFLOW CAPABILITY o a �' ..:."..... " PERMANENT SEEDING r4 USE PLANTING CHART 0���1ttflllHll/I�j - EROSION CONTROL BLANKET - USE SC250 PERMANENT BLANKET °°°°SY" SHl ft, AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL BLANKET •-- USE S15OBN BIO -NET No o ° AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL 10200392 v ' RAIN GARDEN PLANTINGS 5 0A STATE OF o 0' Q_ "' -,//AA,,. t NP A CONSTRUCTION TN VIPU�ti``� f,��ss�l �MA ($ �#2ONEONNON -WOVEN GEOTEXTILE FABRIC) ►11��°,°°` - STAGING AREA (SEE DETAIL) ETJ�—__ ;/I/ I JAMES H. S(iINNEIdhN P.E. 10200392 0 --- POSTING AREA - 4" PVC TUBE WITH END CAPS ATTACHED TO PROJECT CONSTRUCTION SIGN TO CONTAIN APPROVED CONSTRUCTION DRAWINGS AND PERMITS FOR INSPECTORS, - SF- - SILT FENCE - CONCRETE WASHOUT G— THIS PLAN TO BE USED FOR EROSION CONTROL PURPOSES ONLY. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR. - SITE DISCHARGE POINT!.'`��� 1, RAIN GARDEN SIGN "DO NOT MOW OR SPRAY - RAIN `�.•. GA DEN'c':PER � i' *�.,,, r 1J DE'T'AIL ON SHEET C204 STABILIZATION4. PRACTICE: JAN. FEB. MAR, APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC, PERMANENT .A/i41I> t•,._. ca SEEDING Now DORMANT Bim-»* 0 fi Y SEEDING TEMPORARY C -®--•-P D SEEDING b kkI 1' .f SODDING ; - - a MULCHING G A KENTUCKY BLUEGRASS 40 LBS/ACRE; CREEPING RED FESCUE 40 LBS/ACRE; Q PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 20 LBS/ACRE. B = KENTUCKY BLUEGRASS 60 LBS/ACRE; CREEPING RED FESCUE 60 LBS/ACRE; d PLUS 2 TONS STRAW MULCH/ACRE, OR ADD ANNUAL RYEGRASS 30 LBS/ACRE. C = SPRING OATS 3 BUSHEL/ACRE, '. D WHEAT OR RYE 2 BUSHEL/ACRE. E = ANNUAL RYEGRASS 40 LBS/ACRE. (1 LB/1000 SQ. FT.) F = SOD G =a STRAW MULCH 2 TONS/ACRE. /I/ IRRIGATION NEEDED DURING JUNE, JULY, AND/OR SEPTEMBER. ** IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD.`' } SEASONAL SOIL PROTECTION CHART r NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER, MANAGEMENTPERMIT IT SCALE: 1 " = 40' 0 20 40 80 AM �/) o .L \ 0 `- Know whars below. P� CcIll before you dig. _ �3 Within Indiana Ca1ISHEET N0. 811 or 800382--5544 24 Hours a Day, 7 Days a Week. PER INDIANA STATE TAW IC 8-1-26, 1'4 IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. 9f �Ar Q9Q54•2 /0 9 THE CONSTRUCTION SHALL CONSIST OF ASPHALT PAVEMENT, CONCRETE PAVEMENT WITH CONCRETE CURB AND 0UTTER, WATER QUALITY RA|N8ARD[NS AND DRY DETENTION AND ASSOCIATED UDUKE3, NO EARTH DISTURBING ACTIVITY MAY COMMENCE YY0i0VT AM APPROVED STORM WATER MANAGEMENT PERMIT. THE CONSTRUCTION SEQUENCING SHALL BE AS SHOWN ON THE TABLE BELOW. NOTE: � BEFORE C0N5TRUCT|0N, EyALU4TE, MARK' AND PROTECT |MP0RTAC|ATED ROOTING Z0NES, T0 BE PRESERVED |F APPLICABLE, AND V[�E])�0N SUITABLE FOR FILTER STRIPS, UNIQUE AREAS (E.G. . ' 0ESPECIALLY IN PERIMETER AREAS. &PRIORTO CONSTRUCTION 0NSITE THE FOLLOWING INFORMATION SHALL BE PROVIDED ON SITE: 1. A PRE -CONSTRUCTION MEETING WITH THE CITY OF CARMEL ENGINEERING DEPARTMENT (317)-571-2441 MUST BE MELD 8EFORE ANY CONSTRUCT0N ACTIVITIES BEGIN. 2. SIGNAGE NOTIFYING AREA RESIDENTS 0F CONSTRUCTION ACTIVITY. °`3 SIGNAGE SHOWING LOCATION OF SITE LOCATION ENTRANCE. -|D SIGNS SHALL BE PLACED AT 100TH STREET DRIVE ENTRANCE. ADDITIONALLY, NOTIFICATION TO INDIANA PART�[NT 0F ENV|RONM[N7AL MANAGEMENT SHALL BE PROVIDED TO INCLUDE NAME OF PERSON FOR CONTACT AND E CONSTRUCTION UPDATE REPORTS. A PRE -CONSTRUCTION MEETING IS TO BE ARRANGED AT SITE PRIOR TO ANY CONSTRUCTION ACTIVITIES. B. AT THE END OF EACH WORK D/Y, BUILDER SHALL ENSURE THAT STREETS ARE CLEAN OF DEBRIS AND SEDIMENT. C. CONSTRUCTION ACCESS DRIVE - AS SHOWN ON SHEET C104 AND DETAIL ON SHEET C204. D. PERIMETER EROSION CONTROL - INSTALL TREE PROTECTION FENCE, INSTALL WETLAND PROTECTION FENCE AND SILT FENCING TO BE INSTALLED ALONG PERIMETER OF BOUNDARY LINES WHERE INDICATED. [, INSTALL TEMPORARY SEDIMENT TRAPS IN EXISTING INLETS IN ROADSIDE DITCH OF 106TH STREET. � F. DEMOLITION - REMOVE EXISTING GRAVEL. DRIVES. G� ROUGH GRADE SITE, IF LEFT UNDISTURBED FOR MORE THAN 15 D/YS, TEMPORARY SEED PER DETAIL ON SHEET C201, H. SANITARY SEWER - INSTALLATION OF GRAVITY SEWER LATERAL SMALL BEGIN. \. STORM S[YVER - STORM 3BNER, ROOF DRAIN` AND UNDERDRmNS SHALL BE CONSTRUCTED. J. INSTALL BUILDING FD0T[RS, ROUGH UT|L[F|E3. |E. AND FOUNDATION AS PER ARCHITECTURAL PLAN REQUIREMENTS K UTILITIES - COORDINATION WITH UTILITIES FOR WATER MAINS, GAS UNES, TELEPHONE, CABLE TV AND ELECTRIC LINES TO TAKE Pi -ACE AS WORK PROGRESSES. PROPER GRADING AND SEEDING TO BE INSTALLED UPON COMPLETION OF INSTALLED UTILITIES. L PAVEMENT --LIME STABILIZATION INSTALLATION OF CONCRETE CURBS AND ASPHALT LAYERS TO BE PUT IN 'PLACE. TEMPORARY SEEDING TO BE PUT IN PLACE ALONG BACK OF CURB IN ACCORDANCE WITH STATED PLANTING CHART. M. FINISH CRAD!N& - FINISH GRADES WITH SEEDING REQUIREMENTS T0 BE COMPLETED, AND EROSION CONTROL BLANKETS AND S|[[ FENCE AROUND DRY DETENTION AREAS AND 3WAL[3 (VEGETATIVE & - RA|NGARDEN0 AS SHOWN ON PLANS.RIP--RAP TO BE INSTALLED INSPECTED IF PREVIOUSLY PUT IN REQUIRED LOCATIONS. PERMANENT SEEDING TO DE PLACED IN ACCORDANCE WITH EROSION CONTROL PLAN AS SHOWN INSTALL COCONUT MAT OVER INLETS. N CLEANUP CONTRACTOR SHALL REMOVE ALL EXCESS MATERIALS, RECRADE AND STABILIZE ALL AREAS OF DISTURBANCE BY UTILITY INSTALLATION. RESEED AREAS ALONG CURBS IF REQUIRED. ALL INLETS TO BE CHECK[D AND CLEAN[D OF ALL OBSTRUCTIONS WHICH WOULD HINDER STORM FLOWAGE. O FINAL LANDSCAPING --INSTALL AND FINISH L4NDSCAP!�G IN AREAS OF COMPLETED CON3TRUCT|ON INSTALL �PU\MTS IN R4INGARDEN AS INDICATED IN DETAILS ON LANDSCAPE PLAN, REMOVE STRAW YAJTL[ WHEN VEGETATION HAS BEEN ESTABLISHED, ---Q P. PERMANENT SEED ALL AREAS OF DISTURBANCE. � �J ��K��[�U��� ^������ ������v�m���n^,uv��xv��n �xx^,��� ,___- �� I HYDROLOGIC UNIT CODE (14 D|GIT) - 05120201090070 2 |DENURC^J|0N OF ALL RECEIVING WATERS - BRANDYW|NE REGULATED DRAIN TO CROOKED CREEK. EVENTUALLY TO WHITE RIVER. 3 P}�E-00NSTRUCDON AND POST-CONSTRUCl'|ON ESTIMATE OF PEAK DISCHARGE (10 YEAR) - 010 PRE 12.21 CFS. I,, 0l0 POST 871 CFS 4 SPECIFIC POINTS WHERE ST0RMmA|lER DISCHARGE LEAVES SITE - SE[ SlDRMWA[ER POLLUTION PREVENTION PLAN, SHEET C104. ST0RMWNT[R WILL BE CHANNELED RAIN GARDENS AND VEGETATED SWALES AND EVENTUALLY INTO A DRY DETENTION BASIN WHERE IT WILL EXIT THE SITE INTO BRANUYW\NE LEGAL DRAIN. 5 IDENTIFICATION OF POTENTIAL DISCHARGE TO GROUND WATER - RAIN GARDENS AND DRY DETENTION, n SOILS WAP YY/ SOIL DESCRIPTIONS AND LIMITATIONS - SEE BOTTOM LEFT OF STORWVmTER POLLUTION PREVENT/ON PLAN, SHEET C104. 7 DESCRIPTION OF POTENTIAL POLLUTANT SOURCES - POTENTIAL POLLUTANTS FROM CONSTRUCTION ACTIVITY SUCH AS ASPHALT FROM PAVING; CONCRETE FROM CVRH|NC, S|DBNALKS, 0<L' GKBASE, ANT|FR[[Z[, GASOLINE AND DIESEL FUEL C�NSTR�CT|0N EQUIPMENT; SOIL EROSION; FERTILIZER AND PESTICIDES FROM LANDSCAPING AND TRASH SHOULD BE PROPERLY ATTEND ED T8 T0 R[DUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. -TRASH SHOULD BE CLEANED Up TO REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/0R OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. U TEMPORARY AND PERMANENT ST0RWWAT[R QUALITY MEASURES --- A. A. LOCAT!0N - SE[ SHEET C104. WATER QUALITY RAIN CARDENS, VEGETATED SWALE5, ARE BEING UTILIZED FOR WATER QUALITY B, DIMENSION - SEE SHEET L101 FOR WATER QUALITY RAIN GARDEN C. DETAILED SPECIFICATIONS - SEE SHEET C201. C205 AND C204 � I D. CONSTRUCTION DETAILS - SEE SHEET C201, C203 AND C204 E. MONITOR AND MAINTENANCE GUIDELINES - SEE O&M MANUAL AND THIS SHEET. NOTE: AS R[OU|RED IN "RULE 5." SELF-W0N|TORI NG INSPECTIONS TO BE COMPLETED AT A MINIMUM OF ONCE PER WEEK AND WITHIN 24 HOURS OR TUE NEXT BUSINESS DAY OF �' RAIN OR GREATER BY & QUALIFIED INSPECTOR. INSPECTIONS MUST BE RETAINED FOR RECORDS THROUGHOUT THE LIFE OF THE PROJECT AND PROVIDED WITHIN 48 HOURS OF A I REQUEST FROM A REGULATING AUTHORITY. 8 GENERAL CONSTRUCTION SEQUENCE - SEE CONSTRUCTION SEQUENCE THIS SHEET. 10 LOCATIONS OF PROPOSED SOIL STOCKPILES AND/0R BORROW/DISPOSAL AREAS -SEE SHEET C104 FOR LOCATION OF SOIL STOCKPILES, 11 TE STABILIZATION METHOD FOR EACH SEASON - SEE SEASONAL SOIL FROTEC�ON CHART 12 EROSION AND SEDIMENT CONTROL SPECIFICATIONS FOR EACH INDIVIDUAL BUILDING LOT - N/A. 13 MATERIAL HANDLING AND SPILL PREVENTION PLAN TM|5 MATERIAL HANDLING AND SPILL PREVENTION P|/\N IS BASED UPON REQUIREMENTS SET FORTH IN THE INDIANA ADMINISTRATIVE CODE, SECTION 327 LAIC 2-6-1. THE FULL TEXT OF THIS CODE CAN BE FOUND ON THIS SHEET v POTENTIAL POLLUTANTS ON SITE MAY INCLUDE VEHICLE LUBRICANTS, OILS, VEHICULAR FUELS, CONCRETE WASH-OUT. PESTICIDES, HERB|C|D[S, FERTILIZER, AND TRASH. FU[LS, OILS, AND GASOLINE CAN LEAK OR BE SPILLED FROM D TRU�KUCT|ON EQUIPMENT WHICH COULD FIND THEIR WAY TO LO-D'E COOL CREEK. FOLLOW MATERIAL SAFETY DATA SHEETS (WSUS) FOR CONTAMINANTS ON-5ITE� K IS IMPORTANT THAT ALL MANUFACTURER'S INSTRUCTIONS BE FOLLOWED WHEN USING OR APPLYING ALL FERTILIZERS, HERBICIDES, AND PESTICIDES. SMALL SPILLS AND LEAKS OF THESE MATERIALS ONTO NON -PAVED AREAS WILL BE SHOVELED INTO CONTAINERS OR DUMPSTERS FOR PROPER DISPOSAL FUELING TRUCKS WILL BE EQUIPPED WITH SPILL PREVENTION KITS FOR SMALLER FUEL SP}LL3, ALL VEHICULAR MANTENANCr SHALL BE PERFORMED IN THE SAME DESIGNATED AREA THROUGHOUT THE CONSTRUCTION TIME FRAME. IF pO'0RLE. VEHICULAR MAINTENANCE SHALL BE DONE OFF-S|TE AT FACILITIES THAT ARE DESIGNED TO HANDLE ANY MAJER)AL SPILLAGE. THIS SHALL INCLUDE FUELING OF VEHICLES WHENEVER POSSIBLE. nj|N CASE OF A 3P|U_ APPROPRIATE STATE AND LOCAL AGENCIES SHALL BE NOTIFIED AND PROVIDED WITH THE FOLLOWING |NFORMA[0N� TIME Of SPILL, LOCATION OF SPILL, MATERIAL, SOURCE OF SPILL, APPROXIMATE VOLUME AND LENGTH OF SPILLAGE, WEATHER HEH CONDITIONS AT PERSONAL. OF SPILL, PERS0N�PRESENT AT TIME OF SPILL' AND ALL ACTION TAKEN FOR »R POST SPILL CLEANUP. FMERQENCY .RF -SPONSE- NUMBERS S LIFE THREATENING PROBLEM: 911 CARMEL FIRV DEPARTMENT: (.317) 571-2600 CARMEL POHCE DEPARTMENT: (317) 571-2500 1�) I INDIANA DEPARTMENT OF NATURAL RESOURCES: (812) 477-877:3 (L IDEM SPILL RESPONSE CENTER: (317) 233-7745 __ It �� ESE CENTER (800)-424-8802 ( I ) CONTRACTOR SHALL CONTACT A WASTE RECOVERY AGENCY IMMEDIATELY FOR REMOVAL OF CONTAMINATES AND "I I COORDINATION OF MONITORING THE SITE DURING CLEANUP UNTIL ALL- OF THE HAZARDOUS MATERIAL HAS BEEN REMOVED Irl C.) CONTRACTOR SHALL COOPERATE WITH IDEM DURING AND AFTER THE SPILL TO INSURE ALL REQUIRED CLEANUP AND 1) FILING REPORTS ARE PROPERLY SUBMITTED. 11 0 " 0) THE DEVELOPER SHALL BE CONTINUALLY INFORMED OF ANY CONTAMINATION CONCERNS OCCURRING ON THE SITE. THE 0. 61 CONSTRUCTION MANAGER SHALL KEEP ON SITE A LIST OF QUALIFIED CONTRACTORS FOR SPILL REMEDIATION. ALL SITE 11, PERSONNEL, INCLUDING MAINTENANCE EMPLOYEES, SHALL BE MADE AWARE OF PROPER SPILL PREVENTION AND / ILI n N AN . REMEDIATION TECHNIQUES. ALL MATERIALS USED TO ABSORB SPILLS SHALL BE PROPERLY DISPOSED OF I- APPROVED MANNER IN COMPLIANCE WITH LOCAL AND STATE LAWS. DO NOT FLUSH SPILL MATERIALS WITH WATERIn � 0 UNLESS DIRF-CTED TO 00 SO BY A GOVERNING AGENCY.� �� 1, - 14 CONTACT INFORMATION FOR TRAINED INDIVIDUAL RESPONSIBLE FOR STORM WATER POLLUTION PREVENTION FOR THE �Q SEE 11-115 SHEET FOR INFORMATION� c " � 15 CURREN] IRE -VISION DATE ON ALL SHEETS _ ' * | 7 S r��� -� POST CONSTRUCTION 1 DESCRIPTION OF POLLUTANTS AND THEIR SOURCES ASSOCIATED WITH THE PROPOSED LAND USE - THIS SITE IS A PROPOSED CHURCH. POTENTIAL POLLUTANTS FROM POST -CONSTRUCTION ACTIVITY SUCH AS SANDS AND SALTS FROM SNOW REMOVAL; THERE IS A HIGH POTENTIAL FOR FUEL3, 0L, GREASE, ANT|FREEZE, ETC. FROM VEHICLES INCLUDING HEAVY METAL FROM BRAKE PAD WEAR SHOULD BE PROPERLY ATTENDED TO TO REDUCE THE CONTAMINANTS FROM ENTERING THE STORM SYSTEM. TRASH SHOULD BE CLEANED UP 1-0 REDUCE CLOGGING OF STORM SYSTEMS AND REDUCE POTENTIAL BACTERIA AND/OR OTHER BIOLOGICAL AGENTS FROM ENTERING IN THE STORM SYSTEM. EXCESS FERTILIZERS AND HERBICIDES SHOULD BE AYO|D[D, CLEAN UP IMMEDIATELY IF ANY IS SPILLED, 2 POST- CON STRUCT|ON ST0RMWAJ[R QUALITY MEASURES - A. LOCATION - SEE SHEET C103. MULTI -TIERED RA|NGARUENS AND DRY DETENTION WILL BE UTILIZED FOR Y0g[R QUALITY. B, DIMENSIONS - SE[ SHEET C103 C SIZING CALCULATIONS - SEE DRAINAGE REPORT D. DETAILED SPECIFICATIONS - SEE SHEET L102 E_ CONSTRUCTION DETAILS - SEE SH[[l' |101 AND 1'102 3 SEQUENCE DESCRIBING STORWYYATER QUALITY MEASURE IMPLEMENTATION -SEE CONSTRUCTION SEQUENCE, C104A 4 ST0RWWAJ[R QUALITY MEASURES TO BE IMPLEMENTED TO PREVENT OR MINIMIZE ADVERSE IMPACTS TO STREAM OR RIPARIAN HABITATS - SEE ST0RMWA[ER POLLUTION PREVENTION PLAN, SHEET C104. STORMWATER WILL BE CHANNELED THROUGH RA|NG4RDEN WITH OVERFLOW RISERS AND SUBSURFACE DRAINS TO DRY DETENTION. FL0ATABLES WILL BE INITIALLY TRAPPED BY THE RA|NGARDEN AT EACH INLET POINT. 5, AN OPERATION AND MAINTENANCE MANUAL FOR ALL POST -CONSTRUCTION ST0RMWATER QUALITY MEASURES- SEE ATTACHED 08cW MAINTENANCE GUIDELINES FOR THE RAIN{ARDEN3 AND DRY DETENTION ARE INDICATED IN THE O&M MANUAL PROVIDED AND THE FOLLOWING, ROUTINE INSPECTIONS SHOULD OCCUR EVERY D MONTHS BY THE OWNER. MAINTENANCE: i. CHECK FOR OBs[RUCT0NS IN INLET /t OUTLET OF #201. 2. CHECK FOR DEBRIS AND EROSION IN RAiNGARDENS. THIS SHOULD OCCUR AFTER EVERY MAJOR RAIN EVENT. J� MAINTAIN �RA�3 AR0UND DRY DETENT|0N �ND RNN��RD[NS WO�ED 4T 3-4^ HE|GHT. 1HEN0V[ ANY YV[ED VEGETATION FROM RA|NGARDENS AND DRY DETENTION, ���~�U��Y� � SECTION ^� MATERIzx�__ HANDLING G rND SPILL P^-,vEJTION PLAN � IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION 'THE CONTRACTORS SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PU\N THE C��TR8CT0R SHALL REv|80 THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. 1 CONSTRUCTION EQUIPMENT A. FUEUNG, LUBRICATION AND FLU|DS� ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS 1-0 EQUIPMENT SHOULD BE DOME IN ONE LOCATWN, AS DESIGNATED BY THE CONSTRUCTION NANhC[R, S0 THAT SPILLS ARE LIMITED TO ONE LOCATION ON THE SITE, WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN ONSITE -FUELING TANK IS PLANN[D TO BE ON S|TE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNED AREA THIS L0CA]l0N IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO WiCRX[[ INTO SUBSURFACE SOILS IN THE EVENT OF SP|LL, THE FLUID SHALL IMMEDIATELY BE CLEANED VP BY REMOVING THE CONTAMINATED SOIL DB !T0N[. WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE WANNER SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS 0|L DRY AND THE ABSORBENT MArER|4L DISPOSED OF IN A PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MANAGER'S SUPERINTENDENT. B EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE 0FFS|rE AT x FACILITY THAT IS MORE SV|T4OL[ THAN 8 CONSTRUCTION SITE TO HANDL[ SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE IT SHOULD BE MOVED T0 THE MAiwTENANCE AND FUELING' AREA IF P03S|BL[. 0THERYV|SE, SUITABLE ON SITE CONTAINERS SHOULD BE Pb\CLU UNDER THE EQUIPMENT DUPING REPAIR TO C/i[CH ANY SFUJ'[D FLUIDS AND THESE rLu|O3 SHOULD BE DISPOSED OF IN 4 PROPER MANNER C ALL REUSABLE- FLUID CONTAINERS, SUCH AS GASOLINE CAN3, SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL, BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED O[ IN AN ACCEPTABLE WANNER. EMPTY DISPOSABLE C0NTA|N[R, SUCH AS GREASE TUBES AND LUBRICATING 8}L AND BRAKE FLUID C0NTA/N[RS, AND THEIR PACKAG)NG, SHALL BE DISPOSED OF IN A PROPER WANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE CONSTRUCTION SITE. 2 CONSTRUCTION MATERIALS AND THEIR PACKAGING A. EROSION CONTROL MEASURE SHOWN ON THE SUBJECT PROJECT SHALL BE IMPLEMENTED PRIOR TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE ON THE PLANS. EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY AND/0R WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES 1-0 -THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT V[GE7AT|ON, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A WANNER TO W|N|N|ZE ADDITIONAL LAND 03TURBANCE, ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REYEGN|7(TED, B. U\RC[ WAST[ MATERIALS CREATED BY CUlTING, SAWING, DR|LL|NG, OR OTHER OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE CVY, AS A M|N|WUu, AND ALL WASTE MATERIALS, INCLUDING THOSE OiDYYN ACROSS OR OFF THE SITE BY VV|wD SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE PO33|BLE, OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM W|ND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE F8R C0N3TRUCT|0N OF THE FACILITY SHALL RE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR FUTURE USE PACKAGED MATERIALS STORED 0NSETE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY. C. ALL DEWATERING OF ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF D|RT BAGS SUCH AS SILT FENCE INLET PROTECTION. THE USE OF THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF 3|LT, S[DIWENT, AND DIRT AND PREVENT THESE MATERIALS TO ENTER THE STORM SEWER SYSTEM. D. IF THE USE 0F LIME IS USED TO STABILIZE THE SUii OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS #0ER|AL WITH WATER IN THE MAINTENANCE AND REFUELING AREA AS SHOWN WITHIN THESE PLANS. E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS E. J. CONCRETE WAST[ WATER A. ALL CONCRETE WASTEWATER SMALL DE DISPOSED OF IN THE DESIGNED AREA AS DIRECTED BY THE CONSTRUCTION MANAGER. THIS AREA )'5 TO BE A J' DEEP, 10' SQUARE PIT AS DETAILED ON THE EROSION CONTROL PLAN. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A W|N|WUW, WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE [XC/0A[[D. PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN PROPER NANNER, BY THE EXCAVATION CONTRACTOR. 4. PAINT PRODUCTS A. ALL EXCESS PAINT- AND THEIR RELATED PRODUCTS SHALL BE D|3P08[D OF IN THE MANNER AT WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES WILL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN SOIL, SANITARY SEWERS, �T0RW 3Ew/ER6 0R D[TENT|0N BASINS. ANY VIOLATION OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT. IN THE EVENT OF ACCIDENTALLY CONTAMINATION ALL EFFORTS SHOULD BE MADE TD REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER TUE CARMEL FIRE DEPARTMENT SHOULD BE 'CONTACTED |NW[D|oJELY TO DETERMINE IF FURTHER MEASURES ARE NEEDED. SECTION 1 ��T������� �'� Y�UT������ ����,���/���u ��mx`�m�m/nw/�u�u�u�m BW[R�ENCY F0R xNY UF[ THREATENING PROBLEM 911 CARMEL FIRE DEPARTMENT J17 -57l -26O0 CARMEL POLICE D[PARTm[NT 317-571:-2580 INDIANA DEPT. OF NATURAL RESOURCES 812-477-8773 INDIANA DEFT. OF ENVIRONMENTAL MANAGEMENT 317-233-774-5 HAMILTON COUNTY COUNTY 30|L AND WATER 317-773-l406 CITY OF CARMEL ENGINEERING 317-571-2411 ____ ___ __ - - - - ___ ��_ 1- - '�___ ��. I �­ I I �­---­-- I _-__--1 6 | | 5 | � ^ | � J RULE 6. SPILLS 01`01L AND OTHER x� l�� � �������YQ���^ �vx�����,xu��/����»�'�� ��«/�����ruz�x,����, REPORTING, CONTAINMENT �v�&/'�� � �F�` ��T�) CLEANUP �^v�nvxrxx/�/�x���v� ����������u�ruNUx (R[PE�LED BY �ATER POLLU8ON CONTROL BOARD; FILED FEB 15. 1997. 1:00 P.W� 20 |R 1734) RULE 6.1. SPILLS; REPORTING, CONTAINWENT, AND RESPONSE 327]AC2'0.1-1 /\PYLlCABD.l7Y A&THOR|TY� |C 13-14-8-7 AFF[CT[D: |C 13-11-2� |C 13-18-1| |C 13-18-3, IC 13-18-8; }C 13-18-17 SEC, 1. THIS RULE APPLtES TO THE REPORTING AND CONTAINMENT OF AND THE RESPONSE TO THOSE SPILLS OF HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS SUBSTANCES, PETROLEUW, AND OBJECTIONABLE SUBSTANCES THAT ARE OF A QUANT|TY, TYPE, DURATION AND IN A LOCATION A5 TO DAMAGE THE WATERS OF THE STATE, NOTHING IN THIS RUL[ IS INTENDED TO AFFECT REPORTING OR CLEAN-UP REQUIREMENTS SET FORTH BY OTHER FED[RAL, STATE, OR LOCAL LAWS, POLLUTION CONTROL BOARD; 327 IAC 2-6.1-1; FILED FEB 25, 1997, 1:00 P.M.: 20 |R 1731; READOPTED FILED JAN 10, 2001. 3:23 P.M�: 24 |R 1518; READOPTED FILED NOV 21, 2007. 1:16 RM.: 20071219-|R-3270705538FA) 327IAC 2'G.l-2SPECIAL AREAS AUTHORITY: |C 13-14-8-7 AFFECTED: |C 13-11-2; |C 13-18-1; |C 13-18-3; |C 13-18-8; |C lJ-18-17 SEC. 2. CERTAIN AREAS OF THE STATE ARE RECOGNIZED AS HAVING UNIQUE GEOLOGY. A LARGE SECTION OF THE MID -SOUTHERN PART OF THE STA[E IS A KARST REGION. PORTIONS OF SAINT JOSEPH, ELKHART, KC8C|U3KO, AND LA/RANG[ COVNT|E5 CONTAIN A SOLE SOURCE AQUIFER AS REFERENCED IN 42 U-S�C. 30 ( . THE WATERS Or THE STATE ARE PARTICULARLY VULNERABLE TO DAMAGE FROM SPILLS IN THESE AREAS, AND CARE 51 -IOU| -D DE EXERCISED WHEN EVALUATING DAMAGE FROM SPILLS. INFORMATION ABOUT THESE AREAS CAN BE OBTAINED BY CALLING THE DEPARTMENT OF ENVIRONMENTAL WANAGEMENT, OFFICE OF LAND OUAL!TY, EMERGENCY RESPONSE SECTION; AREA C0DE 1-88�-253-7745 FOR \N -STATE CALLS (TOLL FREE), (317) 233-7745 FOR OUT-OF-STATE CALLS. (WATER POLLUTION CONTROL BOARD/ 327 IAC 2-0.1-2, FILED FEB 25' 1997. 1:00 P.M.: 20 |R 1731; READOPTED FILED JAN 10' 2001. 3:23 P.M.: 34 |R 1518; READOPTED FILED NOV 21, 2007. 1:16 P.M�: 20071219-|R-327070553BR\; ERRATA FILED MAY 27, 2008. 2�06 P.M,: 20080625-|H-327080418/\CA) 327\/cC]'6.{-3EXCLUSIONS AUTHORITY: \C 13-14-8-7 AFFECTED: |C 13-11-2: |C 13-18-1; !C 13-18-3; |C 13-18-8; IC 13-\O-/7 SEC. J. NC-R*ITHSTAN0NG ANY OTHER SECTION OF THIS RULE, THE REPORTING, REQUIREMENT OF THIS RULE DOES NOT APPLY TO THE FOLLOWING OCCURRENCES: (A DISCHARGES OR [XCE[DANCE3 THAT ARE UNDER THE JURISDICTION OF AN APPLICABLE PERMIT WHEN THE SUBSTANCE IN QUESTION IS COVERED BY THE PERMIT AND DEATH OR ACUTE INJURY OR ILLNESS TO ANIMALS OR HUMANS DOES NOT OCCUR. (2) LAWFUL APPLICATION OF MATERIALS, INCLUDING, BUT NCT LIMITED TO: (A) COMMERCIAL OR NATURAL FERTILIZERS AND PESTICIDES ON OR TO LOID OR WATER; OR (B) DUST SUPPRESSION MATERIALS. (3) THE APPLICATION OF PETROLEUM NECESSARY FOR C0N5FRUCT|0N TM/0' DOES NOT DAMAGE WATERS OF THE STATE. SPILLS OF i[3S THAN ONE ()) POUND OR ONE (1) PINT. (5) SPILLS OF INTEGRAL OPERATING FLU03, IN THE USE OF MOTOR VEHICLES OR OTHER E0V|PMENT, TUE TOTAL VOLUME OF WHICH IS LESS THAN OR EQUAL T0 FIFTY-FIVE (55) GALLONS AND WHICH UO NOT DAMAGE WATERS OF THE 5T4J[. (6) 0L SHEENS PRODUCED AS A RESULT OF THE NORMAL OPERATION OF PROPERLY FUNCTIONING WATERCRAFT. (7) A RELEASE OF A SUBSTANCE INTEGRAL |D A SPILL RESPONSE ACTIVITY THaJ HAS BEEN APPROVED AND AUTHORIZED BY A STATE OR FEDERAL 0NSCEN[ COORDINATOR. (WATER POLLUTION CONTROL BOARD; 327 iAC 2-6.1-3; FILED FEB 25. 1997. 1:00 P�M,: 20 |R /731; ERRATA FILED MAR 7' 1997, 2:25 P,W�: 20 |R 1738i READOPTED FILED JAN lV. 2001. 3:23 P-M�: 24 |R 1518; READOPTED FILED NOV 21, 2007, 1:15 P.M.: 20071219-|R-3270705538FA) 32?|/\C2-k\'4DEFINITIONS AUTHORITY: |C 13-14-8-7 AFFECTED: |C \3-1-2� l|C 13-18-1; |C 13-18-3; |C 13-18--8; |C |J-10-|7; |C }1-8-2-7; |C 14-25-7-13; |C 14-25-7-15 SEC, i. IN ADDITION TO THE DEFINITIONS CONTAINED IN |C 13-11-2-17(U), |C 13-11-2-35(A), |C 13-11-2-51. /C 13-11-2-158(A). |C 13-11-2-150. |C 1.3-11-2-260 |C 13-11-2-265. AND IN 327 IAC |. THE FOLLOWING DEFINITIONS APPLY THROUGHOUT THIS RULE: "ANIMAL" WEANS ALL MAMMALS, BIRDS, REPTLE3, AMPHIBIANS, RSH, CKU5TxC[ANS, AND MOLLUSKS. (2) "AQUATIC L|FE" MEANS THOSE PLANTS AND MhCR0|NV[RTEBRhTE5 THA[ ARE D[PENDENT �P0N AN AQUATIC ENVIRONMENT. (3) ''CDNT4|N^ MEANS TO TAKE SUCH IMMEDIATE ACTION AS NECESSARY TO DaM, BLOCK, R[STRA|N, OR OTHERWISE ACT TO MOST EFFECTIVELY PREVENT A SPILL FROM ENTERING WATERS OF THE STATE OR W|N|W|ZE DAMAGE TO THE WATERS OF THE STATE FROM A SPILL. (4) "DAMAGE" MEANS TUE ACTUAL OR |NW(N[NT ALTERATION OF THE WATERS OF THE STATE S0 AS TO RENDER THE WATERS HARMFUL, DETRIMENTAL, OR INJURIOUS TO: A) PUBLIC HEAL|M, 3AFEr/, OR WELFARE; (B) DOMESTIC, COMMERCIAL, INDUSTRIAL, AGRICULTURAL, OR RECREATIONAL USES; OR (C) ANIMALS OR AQUATIC LIFE. (5) "DOWNSTREAM WATER USER" MEANS: (A) A COMMUNITY PUBLIC WATER SUPPLY. AS IDENTIFIED BY THE DEPARTMENT OF NATURAL RESOURCES UNDER |C 14-25-7-13(D); (3) A S|GN|F|CANT WATER WITHDRAWAL FACILITY AS REGISTERED VYOH THE n�PARTURAL RESOURCES UNDER |C 14-25-7-15; C USERS OF RECREATIONAL WATERS; OR (D) ANY OTHER USER MADE KNOWN TO THE PERSON WI -10 HAS A SPILL. (8) "EXTREMELY HAZARDOUS SUBSTANCE` MEANS A SUBSTANCE IDENTIFIED PURSUANT TO 42 U.S.C. 11002 AND 11004. (40 CFR 355 APPENDIX A] (7) "FACILITY" MEANS ALL LAND, BU|LD|NCS, EOU|PMENT, STRUCTURE3, AND OTHER STXOVNARY ITEMS THAT ARE LOCATED ON A SINGLE SITE OR 0N C0NT|�UOU3 S|TE3 AND THAT ARE OWNED OR OPERATED BY THE SAME PERSON 0R BY ANY PERSON YV�� C0NTRQL�. IS CONTROLLED BY, OR IS UNDER COMMON CONTROL WITH, SUCH PERSON. (8) "FACILITY BOUNDARY" MEANS THE BOUNDARY OF A FACILITY OR AN CASEMENT OR RIGHT-OF-WAY, (y) "HAZARDOUS SUBSTANCE" HAS THE MEANING SET FORTH IN 42 V.3,C. 95O1(14), (10) "MODE OFTRANSPORTATION" INCLUDES, BUT IS NOT LIMITED TO, CARRIAGE BY: RAIL AND MOTOR VEHICLES; B AIRCRAFT; C WATERCRAFT; D) PIPELINES; OR (E) OTHER MEANS OF TRANSPORTATION; -| - -���� r,' 1, IN COMMERCE, THIS DEFINITION EXCLUDES CARRIAGE WITHIN A FACILITY BY TRANSPORTATION EQUIPMENT 0WNED, 0PERAT[D, OR CONTROLLED BY THAT FACILITY. (1 1) "OBJECTIONABLE SUBSTANCES" MEANS SUBSTANCES THAT ARE: OF A QUANTITY AND A TYPE; AND (9) PRESENT FOR A DURATION AND IN A LOCATION; �4J[RS OF THE STAT[. THIS DEFINITION EXCLUDES HAZARDOUG SUBSTANCES, EXTREMELY HAZARDOUS SUBSll\NCES, PETROLEUM' AND MIXTURES THEREOF. (12) ''0N -SCENE COORDINATOR" MEANS A STATE DR FEDERAL OFFICIAL DESIGNATED BY THE D[PxRTWENT, TUE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, OR THE UNITED STATES COAST GUARD TO DIRECT AND COORDINATE SPECIAL SPILL RESPONSE ACTIVITIES. (13) "RECREATIONAL WATERS" MEANS ANY WATER USED FOR: |NC. SWIMMING, F|SH|NG, HUNTING, TRAPP|NG, OR WILDLIFE VIEWING; OR (B) PUBLIC ACCESS AREAS THAT ARE OWNED BY THE DEPARTMENT Or NAJVR�L RES0URCEC OR THE FEDERAL �0VERNMENT; AS LISTED BY THE DEPARTMENT. "REPORTABLE QUANTITY" WEANS THE AMOUNT OF A HAZARDOUS SUBSTANCE OR EXTREMELY HAZARDOUS SUBSTANCE THAT IS REQUIRED T0 BE REPORTED UNDER FEDERAL LA� UND[R 42 U.S.C. 9602(A) AND AND 42 U.S.C. 9603(A). (40 CFR 302.4 OR 40 CFR 355 APPENDIX A.) (15) "SPILL" MEANS ANY UHEXP[CTED, VN|NTENDED, ABNORMAL, OR UNAPPROVED DUWP|NG, LEAKAG[, DRA|NAGE, S[EPAGE, DISCHARGE OR OTHER LOSS OF PETROLEUM, HAZARDOUS SUBSTANCES, EXTREMELY HAZARDOUS 5UBSrANCES, OR OBJECTIONABLE SUBSTANCES. THE TERM DOES NOT INCLUDE RELEASES TO IMPERMEABLE SURFACES WHEN THE SUBSTANCE DOES NOT MIGRATE OFF THE SURF��E 0R PEMETRATE THE SURFACE AND ENTER THE SOIL. (16) "SPILL RESPONSE", FOR PURPOSES OF THIS RUL[, MEANS THE FOLLOWING: THE SPILL IS CONTAINED; AND (B) FREE MATERIAL IS REMOVED OR NEUTRALIZED. "SPILL REPORT" WEANS AN ORAL REPORT THAT INCLUDES THE �O|iOW|N& INFORMATION ABOUT A 3P|LL, TO THE EXTENT THAT THE INFORMATION IS KNOWN AT THE TIME OF THE REP0RTi (A) THE NAME, ADDR[S5, AND TELEPHONE NUMBER OF THE PERSON MAKING THE SPILL REPORT. (B) THE NAME, ADDRESS, AND TELEPHONE NUMBER OF A CONTACT PERSON IF DIFFERENT FROM CLAUSE (A). ( THE LOCATION OF THE SPILL. ( THE TIME OF THE SPILL. THE IDENTIFICATION OF THE SUBSTANCE SPILLED, ) THE APPROXIMATE QUANTITY OF THE SUBSTANCE THAT HAS BEEN OR MAY FURTHER BE SPILLED, (G) THE DURATION OF THE SPILL. THE SOURCE OF THE SPILL. N��E AND L0C�T|ON OF THE WATERS DAMAGED. (J) THE IDENTITY OF ANY RESPONSE ORGANIZATION RESPONDING TO THE SP|LL� (K) WHAT MEASURES HAVE BEEN OR WILL BE UNDERTAKEN TO PERFORM A SPILL RESPONSE. 0j ANY OTHER INFORMATION THAT MAY BE SIGNIFICANT TO THE RESPONSE ACTION. (18) "WATERS", AS DEFINED IN |C 13-11-2-265, MEANS THE ACCUMULATIONS OF W/V[K, SURFACE AND UNDERGROUND, NATURAL AND ART|RC!&L, PUBLIC AND PR|VATE, OR PARTS THEREOF, THAT ARE WHOLLY OR PARTIALLY W|TMIH, FLOW THR0UGH, OR BORDER UPON THIS STA[[. THE TERM DOES NOT INCLUDE ANY PRIVATE POND OR ANY OFF -STREAM POND, RESERVOIR, OR FACILITY BUILT FOR REDUCTION OR CONTROL OF POLLUTION OR COOLING OF WATER PRIOR TO DISCHARGE UNLESS THE DISCHARGE FROM THE POND, R[SERV0)R, OR FACILITY CAUSES OR THREATENS TO CAUSE WATER POLLUTION. (WATER POLLUTION CONTROL BOARD; 327 !AC 2-6.1-4; FILED FEB 25` 1997. 1:00 P.%: 20 |R 1731; ERRATA FILED MAR 7, 1987. 2:25 P,W,� 20 |R 1738� READOPTED FILED JAN 10, 2001, 3:23 P.M,: 24 |R 1518; RE�DOPTED �LED N0V 21^ 2007' 116 P,W,: 20071219-|R-327070553GFA) 327 /AC2-6.l-5 8BP(}RTA8i8SP|LLS; FACILITY AVT110R[TY: |C 13-14-0-7 AFFECTED: |C 13-11-2; |O 13-18-1; |C 13-18-3; |C 13-18-8; |C 1J-18-17 SEC. 5, THE FOLLOWING SPILLS FROM A FACILITY MUST BE REPORTED-, (A SPILLS THAT DAMAGE THE WATERS OF THE STATE SO AS TO CAUSE 0BAl OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. (2) SPILLS FROM A FACILITY THAT HAS BEEN NOTIFIED IN YYR|T|NC BY A WAFER UTILITY THAT IT IS LDC/(|[D IN A DELINEATED PUBLIC WATER SUPPLY WELLHEAD PROTECT/0N AREA AS APPROVED By ,THE DEPARTMENT UNDER 327 LAC 8-4.1 THAT ARE: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (]DO) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (8) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR (C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF TU|5 RULE. (3) SPILLS THAT DAMAGE WATERS OF THE �T�rE AND THAT� (A) ARE LOCATED W}T|i}w FIFTY ( OF x KNOWN PRIVATE DRINKING WATER WELL LOCATED BEYOND THE FACILITY PROPERTY BOUNDARY; OR (B) ARE LOCATED WITHIN ONE HUNDRED (100) YARDS OF: (}) ANY HIGH QUALITY WATER DESIGNATED AS AN OUTSTANDING �lATE RE�OURCE PUR3UANT TO 327 LAC 2-1-2(3). EXCLUDING LAKE MICHIGAN; (U) ANY WATER DESIGNATED AS EXCEPTIONAL USE PURSUANT TO 327 |4C 2-13A)(8) [SIC�. 327 IAC 2-1-3(A)(6)l AND 327 IAC 2-1-11(8); (U|) ANY WATER DESIGNATED AS CAPABLE OF SUPPORTING A SALMONID FISHERY PURSUANT TO 327 IAC 2-1-6(C)(1). EXCEPT LAKE MICHIGAN; OR (IV) ANY WATER THAT IS A FISH HATCHERY. FISH AND WILDLIFE AREA, NATURE PRE5ERVE, OR RECREATIONAL WATER OWNED BY THE DEPARTWENT OF NATURAL RESOURCES OP TH[ FEDER�L GOV2RNM[NT, 4 FOR ANY SPILL WHICH DOES NOT MEET THE CRITERIA IN SUBDIVISIONS (1) THROUGH (3). THE FOLLOWING MUST BE REPORTED: (A) SPILLS TO SURFACE WATERS: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; 0 SPILLS OF PETROLEUM OF SUCH QUANTITY AS TO CAUSE A SHEEN UPON THE WATERS; OR (|||) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (B) SPILLS TO SOIL BEYOND THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED (100) POUNDS OR THE REPORTABLE QUANTITY, WHICHEVER IS LESS; (U) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (65) GALLONS; OR (|||) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(1|) OF TH|3 RULE. (C) SPILLS TO 30|L WITHIN THE FACILITY BOUNDARY: (1) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS �V83TAN�[S �H[N TUE AMOUNT SPILLED EXCEEDS THE REPORTABLE QUANTITY; (U) SPILLS OF PETROLEUM WHEN THE SPILLED AMOUNT EXCEEDS ONE THOUSAND (1'000) GALLONS; OR (11|) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(1 1) OF THIS RULE. 5) ANY SPILL FOR WHICH 4 SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-8.1-5; FILED FEB 25, 1997. 1:00 P.M.: 20 IR 1732; ERR/TA FILED MAR 7, 1087' 2:25 P.M.: 2D |R 1738; READOPTED FILED JAN 10. 2001, 3:23 P.M.: 24 |R 1518; READOPTED FILED NOV 21. 2007. 1:16 P.M.: 20071219-|R-3270705538FA) 327 /AC2'6.|'6 REPORTABLE SPILLS; TD&NSP(8RTA7K]N AUTHORITY- |C 13-14-8-7 AFFECTED: |C 1J -1l-2; IC 13-18-1; |C 13-18-3; |C 13-18-8; |C lJ-18-l7 SEC. 8. THE FOLLOWING SPILLS FROM A MODE OF TRANSPORTATION MUST BE REPORTED: (1) SPILLS THAT DAMAGE THE WATERS OF THE ST/TE 3O AS TO CAUSE DEATH OR ACUTE INJURY OR ILLNESS TO HUMANS OR ANIMALS. ( SPILLS THAI' DAMAGE SURFACE WATERS. (3) SPILLS TO SOIL: (A) SPILLS OF HAZARDOUS SUBSTANCES OR EXTREMELY HAZARDOUS SUBSTANCES WHEN THE AMOUNT SPILLED EXCEEDS ONE HUNDRED )00) POUNDS OR THE REPORTABLE OUANTITY, WHICHEVER IS LESS; (8) SPILLS OF PETROLEUM WHEN THE AMOUNT SPILLED EXCEEDS FIFTY-FIVE (55) GALLONS; OR 4 1 ` 2 C) SPILLS OF OBJECTIONABLE SUBSTANCES AS DEFINED IN SECTION 4(11) OF THIS RULE. (4) ANY SPILL FOR WHICH A SPILL RESPONSE HAS NOT BEEN DONE. (WATER POLLUTION CONTROL BOARD; 327 IAC 2-0.1-0; FILED FEB 25' 1997. 1:00 P.M.: 20 |R 1733; READOPTED FILED JAN 18, 2001, 3:23 P.M.: 24 |R 1518; READOPTED FILED NOV 21. 2007' 116 P.M.: 20071219-|R-327070553BFA) 327 1/\C2 -6.l-7 HUEPO8TYBl.8 SPILLS; RESPONSIBILITIES AUTHORITY: |C 13-14-8-7 AFFECTED: |C 13-11-2; }C 13-18-1; EC 13-18-3; |C 13-18-8; \C \3 -1O -l7 SEC. 7. ANY PERSON WHO OPERAT[S, CONTROLS, OR MAINTAINS ANY MODE OF TRANSPORTATION OR FACILITY FROM WHICH A SPILL OCCURS S UPON DISCOVERY OF A REPORTABLE SPILL TO THE SOIL DR SURFACE WATERS OF THE STATE, 00 THE FOLLOWING: (A CONTAIN THE SPILL, IF POSSIBLE, TO PREVENT ADDITIONAL SPILLED MATERIAL FROM ENTERING THE WATERS OF THE ST/TE. (2) UNDERTAKE OR CAUSE OTHERS TO UNDERTAKE ACTIVITIES NEEDED T0 ACCONPU5H A 3P|LL RESPONSE. (3) AS SOON AS P0SS|8LE, BUT WITHIN TWO (2) HOURS OF D\SC0YERY, COMMUNICATE A SPILL REPORT TO THE DEPARTMENT OF EWV|R0N�ENTAL WANA�E�ENT. 0FF|CE 0F LAND �UALOY. E�ER�ENCY RESPONSE SECT|DN� AREA CODE 1-B88-233-7745 FOR |N -STATE C�LL3 (TOLL FREE)' (317) 233-7745 FOR OUT -0E -STATE CALLS. IF NEW OR UPDATED SPILL REPORT INFORMATION BECOMES KNOWN THAT INDICATES A SIGNIFICANT INCREASE IN THE LIKELIHOOD OF DAMAGE TO THE WATERS OF THE 3T4J[, THE RESPONSIBLE PARTY SHALL NOTIFY TUE D[PARTWENT AS SOON AS POSSIBLE BUT YVKH|N TWO (2) HOURS OF THE TIME THE NEW OR UPDATED INFORMATION BECOMES KNOWN. (4) SUBMIT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT, OFFICE OF LAND OUAL|TY, EMERGENCY RESPONSE SECTION (MC 66-30)' 2525 N. SHADELAN0 AVE.` SUITE 100. INDIANAPOLIS, IN 46219-1787. A WRITTEN COPY OF THE SPILL REPORT IF REQUESTED IN WRITING BY THE DEPARTMENT. (5) EXCEPT FROM MODES OF TRANSPORTATION OTHER THAN PIPELINES, EXERCISE DUE DILIGENCE AND DOCUMENT ATTEMPTS TO NOTIFY THE FOLLOWING: (A) FOR SPILLS TO SURFACE WATER THAT CAUSE DAwAGE, THE NEA�E5T AFFECTED DOWNSTREAM WATER USER LOCATED WITHIN TEN (10) MILES OF THE SPILL AND IN THE STATE OF INDIANA; AND (B) FOR SPILLS TO SOIL OUTSIDE THE FACILITY BOUNDARY, THE AFFECTED PROPERTY OWNER OR OWNERS, OPERATOR OR OP[RAT0RS, OR OCCUPANT OR OCCUPANTS. POLLUTION CONTROL BOARD; 327 |4C 2-6,1-7; FILED FEB 25, 1897, 1:00 P�M.: 20 \R 1733: READOPTED [|L[0 JAN 10, 2001, 3:23 P.M,: 24 |R 1518; ERRATA FILED FEB 8, 2006. 11:15 A.M�: 29 |R 1g36; ERR/TA FILED OCT 20' 2006' 10:08 A.M.: 20081101-11R-327060497ACA READOPTED FILED NOV 21' 2007. 1:16 P.M.: 20071210-|R-3278705538�� ERRATA FILED MAY 27' 2088, 2:05 P.M,: 20080825-iR-327080419ACA) 327 |AC2'h.1'8 EMERGENCY SPILL RESPONSE /\(�TK}N8 AUTHORITY: IC 13-14-8-7 AFFECTED: |C 13-11-2; |C 13-18-1� |C 13-18-3; \C 13-18-8; |C )3-18-17 SEC. 8. NOTWITHSTANDING ANY OTHER SECTION OF THIS RUL[' EMERGENCY SPILL. RESPONSE ACTIONS TAKE PRECEDENCE OVER REPORTING REQUIREMENTS, AND WHEN EMERGENCY SPILL RESPONSE ACTIVITIES RENDER SPILL REPORTING INCONSISTENT WITH EFFECTIVE RESPONSE ACTV|T|ES, COMMUNICATION OF THE SPILL REPORT TO THE INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT MAY BE DELAYED' IN SITUATIONS WHERE THE SPILL REPORT IS DELAYED, THE BURDEN OF PROVING THE NEED FOR THE DELAY SHALL BE UPON THE RESPONSIBLE PERSON. POLLUTION CONTROL BOARD; 327 IAC 2-6.1-8; FILED FEB 25, 1997, 1:00 P.M.: 20 |R 1734; READOPTED FILED JAN lO. 2001. 323 P.M.; 24 |K 1518; READOPTED FILED NOV 21. 2007. 116 P.M.: 20071210-IR-3270705538FA) 127 IAC 2-6.1-9 COMPLIANCE {%7NiI8M/l|]UN AUTHORITY: IC 13-14-8-7 AFFECTED: \C 13-11-2; |C 13-18-1; |C 13-18-3; |C 13-18-8� |C 1J-lO-17 SEC� 8. WHEN SPILL REPORTING AND RESPONSE, AS PROVIDED FOR IN THIS RUL[' HAS OCCURRED, THE DEPARTMENT SHALL, UPON REQUEST, ISSUE A LETTER CONFIRMING COMPLIANCE WITH THIS RUL[ AND STATING THAT NO FURTHER ACTION IS REQUIRED UNDER THIS RULEE LLUT|0N CONTROL BOARD; 327 LAC 2-8.1-9; FILED FEB 25` 1997. 1:00 P.M.: 20 lR 1734; READOPTED FILED JAN \U. 2001. 3:23 P.M,: 24 |R 1518; READOPTED FILED NOV 21. 2007. 1:15 P.M.: 20071219-|R-327070553BFA) 3CA\-E: 1" = 40' 0 20 40 80 l below. Know what's U� &���U~~°°" AM Call before you dig. Wifl7in Indiono Call 5���4 24 /w00y00)'Sv, u D�,00)'So wwex pO/ wo/Aw« swJE uw/ /r u-/-zs IT /s AGAINST nx[ uvw m FxoAvmc W//Hou/ wor/rvwo THE owocncnOuwu u)cAnow SEnwoE T*0 (2) wORxmC oArs eFpopc CowwcwmNo w0nx o oo , " ry f) sz III Ic 21 't � �=.�-J,� � I , , ( =1. .,� � �z ,)) � ui m -` _j 0 -~ cm \,0'� � �~ . � `~ �� |� v0 rt kr)�o 0., m vz 110 0 U = . . . |��(W u ~~ ' p, m uo r^ ,n w �: 4 m r -r+ `n ,4t' 0 oo `t on � v` cd__�_-_ 1. "n '~ r^ C) r^ (=)� ~ -_ (=> __ `4 i � '­ I � 1- i � �� ,L�­ � '�j ,__, . ,_�­�v1­1___­--_--j below. Know what's U� &���U~~°°" AM Call before you dig. Wifl7in Indiono Call 5���4 24 /w00y00)'Sv, u D�,00)'So wwex pO/ wo/Aw« swJE uw/ /r u-/-zs IT /s AGAINST nx[ uvw m FxoAvmc W//Hou/ wor/rvwo THE owocncnOuwu u)cAnow SEnwoE T*0 (2) wORxmC oArs eFpopc CowwcwmNo w0nx o oo `� o* ry w sz �n � 't � 0" �- cl, =1. .,� � �z ,Ix ^� � ui m -` _j 0 -~ cm \,0'� � �~ . � `~ �� |� v0 rt kr)�o 0., m vz 110 0 U = . . . |��(W u ~~ ' p, m uo r^ ,n w �: 4 m r -r+ `n ,4t' 0 oo `t on � v` cd__�_-_ "n '~ r^ C) r^ (=)� ~ -_ (=> __ `4 r TI 0f) | F K.(q1IwNEuANr.E. momxmx PROJECT NO. W89O542 U `� o* w � � �n � ��9 � � '� _ 0" �- /^�iu � �z �| I - |o�|� |� |� |� � |�1_ � |��(W |� |� K.(q1IwNEuANr.E. momxmx PROJECT NO. W89O542 U m v 0 -ae t..7 A Q R no 4" I STOR W,SEVER NOTES: I 1. FULL DEPTH GRANULAR BACMU. SHALL BE PER DETAIL 10-28 ON SHEET C203. 2. REFER TO DEMIL 10-28, SHEET C203 FOR TRENCHING, BACKFILL AND COVER REQUIREMENTS, 3. PIPES LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND DOES NOT INCLUDE END SECTIONS. 4. THERE SHALL BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT-OF-WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. -NOM RUN WATER UNE A MINIMUM OF 54" DEEP. PROVIDE MINIMUM OF 10' HORIZONTAL & 2' VERTICAL CLEARANCE BETWEEN WATER & SANITARY LINE. SANITARY SEWER UNE: IN PROXIMITY OF WATER UNE SHALL BE C900 WATER MAIN GRADE PVC. W ej Aj 1, I� 7 FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS, SANITARY SERVICE LATERALS UNDER CITY_ STREETS, REGARDLESS OF JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 -FEET. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. COVER HEIGHTS FOR REINFORCED CONCRETE PIPE STORM SEWER THAT ARE LESS THAN THOSE REQUIRED WILL BE EVALUATED ON A CASE BY CASE CONDITION AND APPROVED ONLY WITH WRITTEN PERMISSION BY THE CITY ENGINEER. THE STORM SEWER SYSTEM SHALL BE CONSTRUCTED PER DESIGN SPECIFIED AND AS APPROVED BY THE CITY OF CARMEL ON THE FINAL APPROVED CONSTRUCTION PLANS. DEVIATIONS FROM THE APPROVED DESIGN SHALL ONLY BE PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR DIFFICULTY DURING CONSTRUCTION AND WILL REQUIRE PRIOR FIELD APPROVAL FROM A DESIGNATED REPRESENTATIVE OF THE CITY OF CARMEL IN ADDITION TO SUPPLEMENTAL APPROVAL BY THE DESIGN ENGINEER. AN EXPLANATION OF ANY SUCH DEVIATION SHALL BE INCLUDED AS A REQUIREMENT ON AS-BUILT/RECORD DRAWINGS SUBMITTED FOR RELEASE OF PERFORMANCE GUARANTEES. APPROVED DESIGN SLOPES IDENTIFIED AS GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10 FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL REQUIRE AS -BUILT CERTIFICATION AT THE TIME OF CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE. THE CONTRACTOR IS INSTRUCTED TO AS -BUILT EACH SECTION OF STORM PIPE AS IT IS BEING INSTALLED TO ENSURE COMPLIANCE WITH THE DESIGN PLANS AND AS APPROVED BY THE CITY OF CARMEL. SIR. NO TO/RIM ELEV. INV. IN INV. OUT DEPTH IN FEET STR. SIZE STR. TYPE CASTING TYPE PIPE SIZE DIRECTION DIRIR PIPE IN i OUT PIPE LENGTH PIPE MATERIAL 200 = PROPOSED ELEVATION 890.00 890,00 0 DRAINAGE FLOW ARROW END SECTION >:U 15" NE 0 RCP 201 896.50 890.54 890.44 6.06 24" MANHOLE SOLID 12"/15" NE/W 150' RCP 202 895.00 891.00 860.60 4.40 24"X24" OUTLET CONTROL GRATE 12" SW 20' RCP -W__.__ __-._._- _W_-- `�= �a�� of Asphau 'Prox. Edge )f Woods i 1 i Inv -891.05-,, 1.10 rn Conc. sw JEn _GLM G _ INS GLM i t corker lime is outermost pipeline easement asAAA described by plot or geed.-\ STORM CULVERT FOR PATHBY """=-894.30- i T.C. OTHERS, UNDER CONSTRUCTION (W) INV. = 886.07 (E) IMV. = 885.97 5 5 X / 4 3 0 ck-_w� a�L- w ©I Q w I-_ or_ :--D w z 1) THE CONTRACTOR SHALL CONTACT ALL APPLICABLE UTIUTIES AND VERIFY ANY AND ALL FEES ASSOCIATED WITH THE INSTALLATION OF ALL UTILITIES. 2) PROVIDE THRUST BLOCKS FOR ALL WATER UNE BENDS AND TEES, INCLUDING TAP CONNECTION. 3) CONTRACTOR SHALL COORDINATE WITH WATER COMPANY FOR DOMESTIC AND FIRE SERVICE. CONNECT TO BUILDING DOMESTIC AND FIRE LINE. COORDINATE WITH PLUMBING DRAWINGS. 4) COORDINATE LOCATION OF ELECTRICAL AND TELEPHONE UNES WITH LOCAL UTILITIES. 5) COORDINATE LOCATION AND SIZE OF GAS SERVICE CONNECTION AND INSTALLATION OF SERVICE UNE AND METER WITH GAS COMPANY. 6) COORDINATE LOCATIONS AND CONNECTIONS OF BUILDING STORM UNES WITH MECHANICAL DRAWINGS. 7) VERIFY EXISTING INVERT AND LOCATION OF SANITARY SEWER. ADJUST INVERTS AS REQUIRED. DOCUMENT ANY CHANGES. 8) MAINTAIN 10' HORIZONTAL AND 24" VERTICAL CLEARANCE BETWEEN STORM / SANITARY SEWER SYSTEMS AND DOMESTIC/FIRE LINE SERVICE. 9) FOLLOW ALL LOCAL AND STATE CODES IN REFERENCE TO DOMESTIC/FIRE LINE INSTALLATION AND STORM SEWER / SANITARY SEWER INSTALLATION. 10) COORDINATE LOCATION OF REQUIRED CONDUITS FOR LIGHT POLES, TELEPHONE SERVICE AND IRRIGATION SYSTEM. 11) COORDINATE UTILITY CONDUIT'S WITH SERVICE PROVIDERS. 12) SANITARY SEWER LATERAL, WATER SERVICE, & ELECTRICAL/TELEPHONE CONDUITS SHALL BE GRANULAR BACKFILL FOR ENTIRE RUN. 13) IF IT WILL BE NECESSARY TO RELOCATE EXISTING UTILITIES, THE EXPENSE OF SUCH RELOCATION SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ALL UTILITY POLES SHALL BE LOCATED WITHIN ONE FOOT OF TIME PROPOSED RIGHT-OF-WAY 14) NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 15) THERE SHAM BE NO FRAMES, CASTINGS, OR VALVE BOX EXTENSIONS IN THE STREET PAVEMENT, CURBS, SIDEWALKS, OR ASPHALT PATH FOR ANY UTILITY INSTALLATIONS IN THE RIGHT-OF-WAY WITH THE EXCEPTION OF CURB INLET CASTINGS. 16) DECORATIVE SIGNS, SPRINKLER SYSTEMS, TREES, LANDSCAPING MOUNDS, FENCES, LIGHT POLES OR OTHER SUCH AMENITIES ARE NOT PERMITTED IN THE RIGHT OF WAY. 17) ALL SUBSURFACE DRAINS TO BE CONSTRUCTED WITH DOUBLE WALL HANCOR HI -0 OR EQUIVALENT. 18) ADA RAMPS ARE REQUIRED AT ALL LOCATIONS WHERE ANY SIDEWALK INTERSECTS ANY STREET. 19) ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW STORM SEWER AND POSITIVE DRAINAGE PRESERVED. 20) DRAINAGE EASEMENTS TO BE CLEARED WITH EXCEPTION OF DESIRED TREES WRHIN EASEMENT WITH FLAGGING NOTATION APPROVED BY HAMILTON COUNTY SURVEYORS OFFICE. Q CONNECT PROPOSED 6" SANITARY SEWER LATERAL TO PROPOSED SANITARY SEWER. C) COORDINATE CONNECTION WITH MEP. PROVIDE CLEANOUTS AS REQUIRED/SHOWN. VERIFY INVERTS ON EXISTING LINE AND COORDINATE CONDITIONS WITH MEP. ADJUST AS REQUIRED (1 CONNECT DOWNSPOUTS TO 6" HDPE DUAL WALL ADS N-12 OR EQUIVALENT ROOF DRAINS AT 1.0% MINIMUM SLOPE O COORDINATE AND CONNECT 6" PVC WATER SERVICE UNE TO EXISTING STUB PROVIDED AT EXISTING WATER MAIN. SPUT 2" WATER SERVICE AND VALVE AT LOCATION SHOWN. COORDINATE CONNECTION WITH PLUMBING DRAWINGS AND ACTUAL LOCATION OF EXISTING WATER MAIN. COORDINATE CONNECTION OF BUILDING WATER LINE SERVICE METER LOCATION WITH LOCAL SERVICE PROVIDER. (INSIDE SET REQUIRED) XGCOORDINATE AND CONNECT BUILDING ELECTRICAL UNE TO ELECTRICAL TRANSFORMER. COORDINATE CONNECTION WITH POWER COMPANY AND ELECTRICAL DRAWINGS. ADJUST AS 20' Suver Utility Esmt. REQUIRED. 2-4" EC CONDUITS TO BE INSTALLED WITH PULL STRINGS 3c Inst. yo -,.2001-48543 _ "OORDINATE AND CONNECT BUILDING TELEPHONE SERVICE UNE TO CONNECTION POINT AS 0 X@P ROVIDED. COORDINATE CONNECTION WITH SITE DRAWINGS AND SERVICE PROVIDER FOR N RELOCATION OF PEDESTAL. ADJUST AS REQUIRED. 4" PVC CONDUIT TO BE INSTALLED WITH PULL STRINGS. CONTRACTOR TO PROVIDE #6 GROUND WIRE AT THE D -MARC LOCATION. .......... xn-% PROPOSED TRANSFORMER PAD LOCATION CONNECT PROPOSED GAS SERVICE TO EXISTING GAS UNE. REFER TO ARCHITECTURAL *� (DRAWINGS AND COORDINATE WITH SERVICE PROVIDER QPROPOSED SANITARY LATERAL CLEANOUT. REFER TO DETAIL ON SHEET C201 QEXISTING FIRE HYDRANT 1O DOWNSPOUTS WITH SPLASHBLOCKS 06" HDPE DUAL WALL ADS N-12 OR EQUIVALENT (NON PERFORATED) \ 12 6" HDPE DUAL WALL ADS N-12 OR EQUIVALENT PERFORATED IN RAINGARDEN AND NON 25 PERFORATED UNDER PAVEMENT )< *� f3 PROVIDE 18" MINIMUM VERTICAL CLEARANCE BETWEEN SANITARY/STORM SEWER PIPES AND ALL OTHER PIPES. INSTALL CONCRETE CRADLE IF CLEARANCE IS LESS THAN 18" 14 FIRE DEPARTMENT CONNECTION (5" STORZ CONNECTION) r ' 15 6" FIRE SERVICE LINE 82" DOMESTIC SERVICE UNE: @PROPOSED 8" SEWER MAIN EXTENSION 18 8" HDPE DUAL WALL ADS N-12 OR EQUIVALENT 0 1.0% MINIMUM SLOPE p \ REPAIR EXISTING WALK TO EXISTING CONDITIONS OR BETTER. 20 24" HDPE DUAL WALL ADS N-12 OR EQUIVALENT 1 PROPOSED PRIVATE 6" FIRE LINE AND PRIVATE FIRE HYDRANT, PAINTED RED. WET TAP REQUIRED ON EXISTING MAIN. @6" HYDRAWAY DRAINAGE SYSTEM. AT NYLOPLAST STRUCTURES AND OUT HYDRAWAY CONNECTORS TO 6" HDPE DUAL WALL NON -PERFORATED ADS N- If VOR EUIV. 23 6" HDPE DUAL WALL ADS N--12 OR EQUIVALENT (PERFORATED) IN LEVE SPR _-DER. ! ` J`� DAYLIGHT INTO RAINGARDENS NORTH OF PARKING LOT AS INDICATED ON LAN p1 OSANITARY GREASE TRAP. REFER TO ARCHITECTURAL FOR DETAILS. .J BACK FLOW PROTECTED FREEZELESS YARD HYDRANT (BY WOODFORD OR EQUiV.) - BURY e" \ DEPTH 5'. LEGEND OQ 11 z ` l # LG1 t ;,, NYLOPIAST TR 'f.C. 89$.5 -�- - - ----- 57 C. $99.90, T.C. = 896 +0 16 (W) INV, = 883. YJ FNS f9� = EXIST. FIRE HYDRANT PROPOSED WMS � C>� = EXIST. WATER METER/VALVE (W) INV. = 883.82 INV. = 893 9 (E) INV. ; 883.1 _ wo = EXIST. SIGN (E) INV, - 883.72 1` W) INV. 882.92 0 = �'- - ,,. .. .. OR PK (SET/FOUND) .... EXIST. MONITOR WELL o PKF� EXIST IRON PIN & 2� �_ ®GM om (a = EXIST. GAS METER 9 ., INV. = fit. %/ _ T o®� EXIST. GAS VALVE (SDR '26 ,; . . 116' OF $" S SDR 2 ' 0 0 4 3 ... ..... .., S ..', � � = EXIST. STORM INLET O'�(}% = MANHOLE ._.. ._,.N r ,I .C. 837.83 � � EXIST. STORM/SAN.%TELE - - F fina_8T82 82�_ 0 ra _ vaLVE r SDR $ P'' EM" B (� EXIST. ELECTRIC METER ocks in otto _ _: V�__- _ ....j__._ -- - j �' -� _ P - = EXIST. POWER POLE/POWER POLE w/ LIGHT ---- _ _ - _ -` . R- -_ CSA F-- _ -5t3 EXIST. GUY ANCHOR arna e� Es' vnt: - . trSl C - .: ... q �j gyp{ ® _ EXIST. TELEPHONE PEDESTAL ... ..'.peC..ln St"J' %`-"7 fi .......: .....,._ - ..7:.'^.'..`.: ......... ... '.1 •r .'. .3_ 'y..� I.J`ed.0 lff_ -mss - _ - ---- -_�_ _._ _ -- ---- - -- ---- - _ _ HVAC UNIT 1©fRD.O`- EXISTING PVfifi SAh?'FCI tf(. APPROX. CA-� 0N` e 896 -- - - L C. 44 EXIST. CLEANOUT . 2. } �M8 = MAILBOX _ ami on Co: oar d of Gomm. - Inst_l0 = EXIST. LIGHT �EXIST. BOLt1tRD n o spha 48" MANHOLE Mea 106th Street 9 EX. STM STR TC- 896.71 � � m � � ® EXIST. SANITARY SEWER UNE F�-66�� aA _ BEF-"' IN�1--893.04 - - = - _ = EXIST. STORM SEWER LINE TC- 896.45 = IXi5T. CONTOURS Edge of Asphalt iLIV 92.$1_.. _ _ ---- ; ____._ - CONCRETE END SECTION (C.ES.) M -- I3 °Sign -- - --San FM Node &3 .:GP = GATE POST MQ EX O T.C.-89$.ODt _ LTJ = TRANSFORMER o w - - a0f - - - x �eE x - dE - x ° Design Inv. -89!.00 � � RIGHT -Or -WAY UNE 1 X > --- k 1 - = PROPOSED SANITARY SEWER UNE PROPOSED STORM SEWER UNE STM - PROPOSED HDPE ROOF DRAIN 0 = PROPOSED PIPE BOLLARD Know whars below. !I: -1 C811 before you dig. O P N 80 0 = PROPOSED MANHOLE mom Z (aa = PROPOSED CONTOURS 894.50 = PROPOSED ELEVATION -: I �-- --= DRAINAGE FLOW ARROW f= i >:U ---W = WATER UNE � o d r G ----- = GAS LINE ai F.F.E. = FINISH FLOOR ELEVATION ,. ' TC = TOP OF (MANHOLE / INLET) CASTING INV = INVERT (BOTTOM) ELEVATION OF (PIPE) RCP = REINFORCED CONCRETE: PIPE kn A 00 oho CMP = CORRUGATED METAL PIPE •tj CRP = CORRUGATED PLASTIC PIPE k i PVC = POLYVINYL CHLORIDE PIPE a �� M. = STRUCTURE M.E.G. = MATCH FXISTING GRADF SSD = SUB -SURFACE DRAINAGE T(}C = TOP OF CURB Z pcn� GUT = GUTTER OUL = OVERHEAD UTILITY LINE OfCkfm T - = TELEPHONE LINE N + v a 10200392 TBM = TEMPORARY BENCHMARK �f A I -E- = ELECTRIC LINE U ® ® = CONSTRUCTION LIMITS Know whars below. !I: -1 C811 before you dig. O P N 80 V PC). mom Z (aa I 04 zo ca U -,U >:U PaY N � o d r ami ai Pte-, µ 5- o A Q C) U a i �o cel en o kn A 00 oho pd O•�� o - N _ �®tom A N a to o .-r , M 00 en V) 2 P N W V PC). mom Z (aa I 04 zo ca U -,U >:U PaY N [UQ 5 U Pte-, µ 5- o A Q A m o - N _ A N a to o v a Z pcn� o o OfCkfm N + v a 10200392 STATE OF 'rs,���`'sSrBNA �f A I ,LAMES V_ SH)NNEMAN P.E. 10200392 U M O � � N U C/� y w a4 CD r o x+ Cf1Lo i� co F� O R ED � -�rlgc of ,a;;prialt 9 8 6 10 n o/ ! \\�v, rte `G\o -'' ! �a 101 5 fti 4 X` r _ 1 fK - :r r ! nor1<er line: is outermost ! / ,0 pipeline easement as c �' \ described by plat of deed. CD _ •.ij � , a -`arc 4 rf ,Y(ERANR A IPF (gent) ! / / r {E I % / � / �� ti�`L Ifs S14 s '� t� :.iU✓ lA - - f JRh1NAGE Fif_=SMT. er Inst. #8f - c 298: 1 Swat f I Con.-�i 350 FT \ ts; MAXIMUMI� 11 cl, -- --- ------- _ -- I. E; 1STI J., V1ATEt, A3LI! hIT tk. ROVE e - _.._..... _. _._r _ . . _ ... _.. —� r_JI151RI,1CI,CiN _ :.... - ) 7 E � 1�' Draino�Eso it. i !i. Ecr Inst, 8729851.\ `£r/ { f/7/ f/ fF�lr� / f /! r! i r• J J f! "/r� _./ '� � � i F / Jff✓/ �,r(/I f/ / �! %%'' r_'> / j;'f`'r!'%�/•,•'�,�.— r f/ � ! `.r / � ', J �fi !J %rfi f✓� {fl�J/��/�����/�l 4/�'�`if 1 L`IfTYI t Y/ ......._ tl /'%r-`�`f /�/ r�r� �/. >✓ J,,, -ice J�,f?.-'/i�„1.,,• L / `✓� �/ . ri..!, J_ r:'Jr •r i �liii ! �� . f i Gf .ffi; m, ru v tiLt.t _ ? L' V 1O 1 9 LEGEND o = DRUM TYPE BARRICADES (INDOT SPEC. 801.09) SPACED AS NOTED WITH TYPE "C" STEADY BURN LIGHTS. O= ADVANCED WARNING SIGN =WORK AREA n = OPTIONAL PLAQUE SIGNAGE SCHEDULE -- PHASE I & II - 2 - W20-1 (36x36) "ROAD WORK AHEAD" - 24 - DRUM TYPE BARRICADES (INDOT SPEC. 801.09) SPACED AS NOTED WITH TYPE "C" STEADY BURN LIGHTS - 2 - G20 -2A (36x18) "END ROAD WORK" 5 7 TRAFFIC PLAN I06th Street G 5 �i�..,1J/fi1>;$%- J 'iJ:;�_f/l�t8'l .k`-':-�y= ,_-....�."!•-�- _.---- ---,— �— -rlj t\spholfi 106th Street MNF -- Fdge of Aspfzull ' SitJn 3 B,J ra NOW OR FORMERLY CITY OF CARMEL & CLAY TOWNSHIP OF HAMILTON COUNT', INDIANA INSTRUMENT NO. 2001-54751 /-- 60' Existing R/W Line - - - _T DEU1CATiON OF RIGHT-OF-WAY Homilton Co. Hoard of Comm, Aspnatt _,"lack _ Inst. No. 2001-49673 DEDICATION OF RIGHT--OF--WAY Hamilton Co. Board of Comm. Inst_ No. 2001-49674 - - ---FO- -- FO --- 3 X 0 M Q NI 111 MAINTENANCE OF TRAFFIC NOTES ANY LANE REDUCTION WILL REQUIRE CARMEL BPW&S APPROVAL. , THE BARRRICADES SHALL BE MOVED TO THE EDGE OF PAVEMENT AT N TIMES OF NO CONSTRUCTION TO ALLOW FOR UNOBSTRUCTED TRAFFIC ' FLOW THROUGH THE CONSTRUCTION AREA. FENCING AND BARRICADES SHALL BE PLACED SO AS TO ENCOMPASS ANY EXPOSED TRENCH AREA AT 'TIMES OF NO CONSTRUCTION. w THE ROAD WORK AHEAD SIGN SHALL ALSO BE COVERED OR TURNED AWAY a� FROM THE ROADWAY AT TIMES OF NO CONSTRUCTION. E.. 63 THE MAINTENANCE OF TRAFFIC SHALL CONFORM TO THE STANDARD > cd SPECIFICATIONS OF THE INDIANA DEPARTMENT OF TRANSPORTATION q STANDARD DETOUR SHEETS AND THE INDIANA MANUAL ON UNIFORM D TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS DATED 2003 r1 AND ALL SUBSEQUENT REVISIONS. 4 ANY DROP OFF ADJACENT TO THE TRAVEL LANE WHICH EXCEEDS 4” a MUST HAVE TYPE II DRUMS WITH TYPE 'A' FLASHERS SPACED EVERY a , rn loo' p+ a o C11 o a 0 Q cq o c2 0 0� rao Q Q n a z a Vp�Q U:� 1O 1 9 LEGEND o = DRUM TYPE BARRICADES (INDOT SPEC. 801.09) SPACED AS NOTED WITH TYPE "C" STEADY BURN LIGHTS. O= ADVANCED WARNING SIGN =WORK AREA n = OPTIONAL PLAQUE SIGNAGE SCHEDULE -- PHASE I & II - 2 - W20-1 (36x36) "ROAD WORK AHEAD" - 24 - DRUM TYPE BARRICADES (INDOT SPEC. 801.09) SPACED AS NOTED WITH TYPE "C" STEADY BURN LIGHTS - 2 - G20 -2A (36x18) "END ROAD WORK" 5 7 TRAFFIC PLAN I06th Street G 5 �i�..,1J/fi1>;$%- J 'iJ:;�_f/l�t8'l .k`-':-�y= ,_-....�."!•-�- _.---- ---,— �— -rlj t\spholfi 106th Street MNF -- Fdge of Aspfzull ' SitJn 3 B,J ra NOW OR FORMERLY CITY OF CARMEL & CLAY TOWNSHIP OF HAMILTON COUNT', INDIANA INSTRUMENT NO. 2001-54751 /-- 60' Existing R/W Line - - - _T DEU1CATiON OF RIGHT-OF-WAY Homilton Co. Hoard of Comm, Aspnatt _,"lack _ Inst. No. 2001-49673 DEDICATION OF RIGHT--OF--WAY Hamilton Co. Board of Comm. Inst_ No. 2001-49674 - - ---FO- -- FO --- 3 X 0 M Q NI 111 0) Iv 'C W W V< C CL � U �s U) L _0 U) m C .J _j a H z , N o � N Q w a� E.. 63 a5', U > cd R] q r U 0 ca x C4 o ci a a rao Q Q U a 0 U:� x 0 N M W cd 0.0 'a --- z )n ",j It- m 00 M 0) Iv 'C W W V< C CL � U �s U) L _0 U) m C .J _j a- W 2 d V) V) o v) V) E3- rrccm \���\1t)It{II11JlJ/IIIA 9FG157 id 0. 10200392` o'. STATE OF S/ONAL �IfIt111iI11tit�V,� JAMES K. SHINNEMAN P.E. 10200391 E:�-c:arn ¢stmr:; it I Y B ;ps7L�i, o i CIO H -I � y , P <r -' E Q Know what's below. Call before you dig. 4 Within Indiana Cal! SHEET NO. 811 or 800-382-5544 106 24 Hours a Uoy, 7 Days a Week. PER INDIANA STATE LAW IC 8-1-26. IT 15 AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. t OCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. W09.0542 a , N o c w Y E.. 63 a5', U w R] q r U 0 x C4 o ci a a rao Q Q U a 0 0 0 c,4 C4 C4 N Q O O a- W 2 d V) V) o v) V) E3- rrccm \���\1t)It{II11JlJ/IIIA 9FG157 id 0. 10200392` o'. STATE OF S/ONAL �IfIt111iI11tit�V,� JAMES K. SHINNEMAN P.E. 10200391 E:�-c:arn ¢stmr:; it I Y B ;ps7L�i, o i CIO H -I � y , P <r -' E Q Know what's below. Call before you dig. 4 Within Indiana Cal! SHEET NO. 811 or 800-382-5544 106 24 Hours a Uoy, 7 Days a Week. PER INDIANA STATE LAW IC 8-1-26. IT 15 AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. t OCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. W09.0542 N It Lo O m O 0 0 a- L 9 _0 Q C) r 0 7� 0) 2 Q, r) to o Lo ID 0 LL 7 EARTH DAM/EMBANKMENT TOP WIDTH PERFORATED RISER PIPE WITH TRASH ALLOWANCE 12" GUARD 12" OF FILTER FOR 10% AGGREGATE OVE PERFORATIONS R BILA ---J. I I = I 1,,. SETTLEMENT Ef F -- I ZF=, 11 _ HARDWARE CLOTH OR -T SLOPE WIRE MESH AGGREGAT&-,, I L a: FROM PLUGGING SLOPE PEr,f,ORATIONS EARTHEN DAM/ Z CA No. 5 1 -EMBANKMENT W AGGREGATE FILTE"_III{IIICONSTRUCTED IN y 6 TO 8 INCH STONE OVER ER ------ FILT PACK A 0# III I S I III t RIPRAP OR 5A - " " ' 1_� - I - , 11 1 E -E I I L- 11 1- d I I ------- 11 1 1 2 AGGREGATE 0 FILTER PACK INDOT CA No X I _ -- ... ... __ ------- ----- H I El I E_ l - d I F-1 I- - - - - i_Lm --III-III 111- - 1. _- , L f ANT] - FLOI-Al-10 N BLOCK CUT-OFF TRENCH HAND -COMPACTED FILL AROUND BARREL/PIPE AND ANTI -SEED COLLAR APRON AND SUB -BASE PREPARATION 1, CLEAR, GRUB, AND STRIP All- VEGETATION AND ROOT MAT FROM THE AREA WHERE THE DAM IS TO BE LOCATED AND FROM THE POOL AREA, PROPERLY DISPOSING OF ALL TREES, LOGS, LIMBS, VEGETATIVE MATTER, ROCKS AVID OTHER 083ECTIONABLE MATERIALS 114 PREDESIGNATED DISPOSAL AREAS. 2. EXCAVATE THE AREA FOR THE OUTLET APRON AND EMBANKMENT, STOCKPILING ANY SURFACE SOIL MATERIAL CONTAINING A HIGH AMOUNT OF ORGANIC MATTER. 3. EXCAVATE A TWO -FOOT WIDE BY TWO -FOOT DEEP, MINIMUM, CUT-OFF TRENCH WITH 1:1 SIDE SLOPES ALONG THE CENTER LINE OF THE EMBANKMENT, EXTENDING IT ALL THE WAY UP THE EMBANKMENT SIDE SLOPES. 4. PLACE HIGHLY IMPERMEABLE SOIL MATERIAL 114 THE CUT-OFF TRENCH, PLACE MATERIAL IN SIX TO EIGHT -INCH LIFTS, COMPACTING EACH LIFT AS IT IS PLACED. 5. EXCAVATE THE OUTLET APRON, ALLOWING FOR THE THICKNESS OF THE FILTER MEDIUM AND RIPRAP. 6. LINE THE APRON EXCAVATION WITH THE SPECIFIED FILTER MEDIUM AND PLACE INDOT UNIFORM A OR B RIPRAP WITH A Ono OF NINE INCHES, OR GREATER, TO THE LINES AND GRADE SHOWN IN THE CONSTRUCTION PLANS. PRINCIPAL SPILLWAY 1. INSTALL THE SPILLWAY BARREL (PIPE) AND RISER ON A FIRM, EVEN FOUNDATION. PLACE AT LEAST ONE WATERTIGHT ANTI -SEEP COLLAR (12 FOOT MINIMUM PROJECTION) AROUND THE BARREL IF IT IS EIGHT INCHES OR LARGER IN DIAMETER. PLACE A FOUR -INCH LAYER OF MOIST, CLAYEY, SOIL AROUND THE LOWER PART OF THE BARREL AND COMPACT IT BY HAND TO AT LEAST THE DENSITY OF THE SOIL FOUNDATION, TAKING CARE NOT TO RAISE THE BARREL FROM THE FOUNDATION WHEN COMPACTING UNDER THE BARREL HAUNCHES. (DO NOT USE SOIL MATERIALS SUCH AS SAND, AGGREGATE OR SILT.) 3. PERFORATE THE RISER PIPE WITH ONE-HALF INCH HOLES SPACED THREE INCHES APART OR USE A MANUFACTURED PERFORATED RISER PIPE. + CONNECT THE RISER PIPE TO THE BARREL. 5. EMBED THE RISER PIPE IN Al LEAST 12 INCHES OF CONCRETE (THE CONCRETE SERVES AS A14 ANTI -FLOTATION BLOCK), 6. WRAP THE PERFORATED RISER WITH HARDWARE CLOTH OR WIRE MESH. 1. PLACE AN AGGREGATE FILTER PACK AROUND THE PERFORATED RISER. [THE FILTER PACT< SHOULD CONSIST Of- 12 INCHES OF INDOT UNIFORM A OR B RIPRAP OR INDOT CA NO, 2 AGGREGATE PLACED AROUND THE RISER AND THEN COVERED WITH A MINIMUM OF 12 INCHES OF INDOT CA NO. 5 AGGREGATE (FOR FILTRATION).J. 8. INSTALL A TRASH GUARD (BARS TWO TO THREE INCHES APART) ON THE TOP OF THE RISER PIPE UMBANKMENT _AND POOL AREA 1. SCARIFY THE SOIL SURFACE IN THE AREA 017 THE EMBANKMENT BASE LOCATION. 2. USING CLEAN, STABLE MINERAL SOIL FREE OF ROOTS, WOODY VEGETATION, ROCKS AND OTHER DEBRIS, CONSTRUCT THE EMBANKMENT IN CONTINUOUS SIX TO EIGHT -INCH LIFTS OVER THE ENTIRE I_ENG7H or THE EMBANKMENT, COMPACTING EACH LIFT AS IT IS PLACED- (MATERIAL USED TO CONSTRUCT THE EMBANKMENT MUST BE A STABLE MINERAL SOIL THAT IS FREE OF ROCKS, BRUSH, ROOTS, AND OTHER DEBRIS. THE SOIL MATERIAL MUST BE WET ENOUGH TO FORM A BALL WITHOUT CRUMBLING, YET NOT SO WET THAT WATER CAN BE SQUEEZED OUT OF IT. PLACE THE MOST PERMEABLE SOIL MAIFRIAI IN THE DOWNSTREAM TOE OF T14E EMBANKMENT AND THE LEAST PERMEABLE MATERIAL IN THE CENTER AND ON THE UPSLOPE SIDE. OF THE EMBANKMENT- ROUTE CONSTRUCTION EQUIPMENT OVER THE LENGTH OF THE DAM SO THAT ALL PARTS OF EACH SOIL UFT ARE TRAVERSED BY AT LEAST ONE WHEEL. OF THE EQUIPMENT, NOTE: PROTECT THE SPILLWAY BARREL WITH TWO FEET OF HAND -COMPACTED FILL BEFORE CROSSING IT WITH EQUIPMENT.) 3- CONSTRUCT AND COMPACT THE EMBANKMENT UNTIL IT IS 10 PERCENT ABOVE DESIGN ELEVATION 10 ALLOW FOR SETTLING - 4. STABILIZE THE EMBANKMENT WITH SEED AND MULCH (ANCHORED IN PLACE) OR ANOTHER SUITABLE EROSION RESISTANT COVER. 5. PLACE A SEDIMENT CLEANOUT REFERENCE STAKE AT THE 50 PERCENT DESIGN VOLUME ELEVATION OF THE SEDIMENT BASIN. EMERGENCY MERGENCY SPILLWAY 1. SCFE _THE EMERGENCY SPILLWAY AT ONE END OF THE EMBANKMENT. LOCATE IT IN UNDISTURBED SOIL. OUTSIDE THE CONSTRUCTION LIMITS OF THF FMBANKMENT. 2, LOCATE THE EMERGENCY SPILLWAY SO THAT ANY FLOW WILL RE -TURN TO THE RECEIVING CHANNEL WITHOUT DAMAGING THE EMBANKMFNT. 3. EXCAVATE A TRAPEZOIDAL CHANNEL WITH 3:1 OR FLATTER SIDE SLOPES AS SPECIFIED IN THE CONSTRUCTION PLANS. MAINTAIN A STRAIGHT, LEVEL. 20 -FOOT LONG, MINIMUM, CHANNEL THROUGH THE CONTROL SECTION. 4. PERMANENT SFFD (SEE PERMANENT SEEDING ON PAGE 35) AND PROTECT WITH EROSION CONTROL BL*IKEIS (SEE EROSION CONTROL BLANKET- 014 PAGE 63) AS SOON AS GRADING IS COMPLETE OR, IF VEGETATION IS NOT USED OR SUITABLE FOR THE SOIL CONDITIONS AND SLOPE, INSTALL A NONEROSIVE LINER TO FINISHED GRADE. SAFE) Y 1. 00 NOT LOCATE IN AREAS WHERE SLOPES ARE GRFA'ltR THAN 2:1. 2, INSTALL A FENCE AROUND THE AREA AND ERECT WARNING SIGNS IF TRESPASSING IS LIKELY. 3- DEWXFER THE BASIN BETWEEN STORM EVENTS - 4, FOLLOW ALL STATE A14D LOCAL REQUIREMENTS FOR IMPOUNDMENT SITES. MAINTENANCE - INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. - REMOVE AND PROPERLY DISPOSE OF SEDIMENT WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN VOLUME. - PERIODICALLY CHECK EMBANKMENT, EMERGENCY SPILLWAY, AND OUTLET FOR EROSION DAMAGE, PIPING, SETTLING, SEEPAGE, OR SLUMPING ALONG THE TOE OR AROUND THE BARREL; REPAIR IMMEDIATELY. REMOVE TRASH AND OTHER DEBRIS FROM RISER, EMERGENCY SPILLWAY, AND POOL AREA. CLEAN OR REPLACE AGGREGATE AROUND THE RISER IF THE SEDIMENT POOL DOES NOT DEWATER (DRAIN) WITHIN 48 TO 72 HOURS FOLLOWING A STORM WATER RUNOFF EVENT. - REMOVE BASIN AFTER DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED, INSPECTED, AND APPROVED. DO SO BY DRAINING ANY WATER REMOVING SEDIMENT To A fW1,If-f,1ATC_f) r-%IrDf)QA1 AREA, Qk1n(1TU1fq(- TUr' SITE TO 0LL:)11U WITH IrIL SURROUNDING AREA, AND THEN STABILIZING WITH SEED AND MULCH OR ANOTHER APPROPRIATE NONEROSIVE COVER. REFERENCE IN CHAPTER 7 PAGES 191-203 IN THE INDIANA STORM WATER QUALITY MANUAL TEMPORARY DRY SEDIMENT BASIN EARTH DAM/EMBANKMENT WITH RISER PIPE (NO SCALE) 4UM OR FULL WIDTH OF ENTRANCE/EXIT DRIVE, INSTALLATION: WHICHEVER IS GREATER. 1, REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, 2. GRADE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE, IF THE SLOPE OF THE CONSTRUCTION ENTRANCE IS TOWARD A PUBLIC ROAD AND EXCEEDS TWO PERCENT, CONSTRUCT AN EIGHT INCH HIGH DIVERSION RIDGE WITH A RATIO OF 3-10-1 SIDE SLOPES ACROSS THE FOUNDATION AREA ABOUT 15 FEET FROM THE ENTRANCE TO DIVERT RUNOFF AWAY FROM TIIE ROAD, 3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE, 4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXT)LE FABRIC Oil THE GRADED FOUNDATION TO IMPROVE STABILITY. 5. PLACE AGGREGATE (INDOT CA NO. 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE. 6, TOP -DRESS THE FIRST 50 FEET ADJACENT TO THE PUBLIC ROADWAY WITH TWO TO THREE INCHES OF WASHED AGGREGATE (INDOT CA NO. 53) [OPTIONAL, USED PRIMARILY WHERE THE PURPOSE OF THE PAD IS TO KEEP SOIL FROM ADHERING TO VEHICLE TIRES]. 7. WHERE POSSIBLE, DIVERT ALL STORM WATER RUNOFF AND DRAINAGE FROM THE INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN. MAINTENANCE INSPECT DAILY. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. TOP DRESS WITH CLEAN AGGREGATE AS NEEDED. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS, FLUSHING SHOULD ONLY BE USED IF THE WATER CAN BE CONVEYED INTO A SEDIMENT TRAP OR BASIN. REFRENCED IN CHAPTER 7 PAGE 17-20 IN INIANA STORM WATER QUALITY MANUAL. TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD I AROF SITES - TWO ACRES OR LARGER (NO SCALE) 6 5 ea 4 1 PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO BE SEEDED V41LL REMAIN IDLE FOR MORE THAN ONE YEAR, 2 SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING FAILURE. DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT SITE WITHIN THE STATE. NOTES: MULCH ALONE IS AN ACCEPTABLE 'TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED, A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW. SEEDBED PREPARATION 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. 2. APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING 15 NOT DONE, APPLY 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR 114CFIES OF THE SOIL WITH A DISK OR RAKE OPERATED ACROSS THE SLOPE. SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THE DEPTH SHOWN IN 'FABLE 1. NOTES: I. IF DRILLING OR BROADCASTING THE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. 1 DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE. I IF SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED IN A SLURRY MIXTURE, 3. APPLY MULCH AND ANCHOR IT IN PLACE, MAINTENANCIF - INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS, - CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. - MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, FERTILIZE, AND APPLY MULCH WHERE NECESSARY, - IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FALL SEEDED WHEAT OR RYE SEEDING %AJ1TW ',(I Dn"KMn C 3 REFERENCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATER QUALITY MANUAL t" ACRE Or NIINVIAN IN FEBRUARY OR MARCH, TEMPORARYSEED STORM DANDY SACK Till 2 -WOOD POST/STAKES WRAPPED WITH SILT FENCE SLWE GRATE //-3/8" TREATED PLYWOOD 48-04" PAINTED WHITE LACK LETTER 6" HEIGHT LAG SCREWS ) POST 3"x3"x8' REI Cl DANDY SACKTM SPECIRCATIONS NOTE: THE DANDY SACK 131 WILL BE MANUFACTURED IN THE U.S,A, FROM A WOVEN I`AONOFILA�61,041­ FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: REGULAR FLOW DAN,Dy SA <,( � BLAC <) Mechaniral Properties Test Method Units MARV -Grab Tensile Strength ASTM D 4632 kN (lbs) CONCRETE Grob -Tensile Elongation ASTM D 4632 WASHOUT Puncture Strength _ ASTM D 483 kN (Ibs) Mullen Burst Strength -f-rup,ezoid -Tear LACK LETTER 6" HEIGHT LAG SCREWS ) POST 3"x3"x8' REI Cl DANDY SACKTM SPECIRCATIONS NOTE: THE DANDY SACK 131 WILL BE MANUFACTURED IN THE U.S,A, FROM A WOVEN I`AONOFILA�61,041­ FABRIC THAT MEETS OR EXCEEDS THE FOLLOWING SPECIFICATIONS: REGULAR FLOW DAN,Dy SA <,( � BLAC <) Mechaniral Properties Test Method Units MARV -Grab Tensile Strength ASTM D 4632 kN (lbs) 1,78 (400) x 1.40 (315) 15 x 15 0.67 (150) Grob -Tensile Elongation ASTM D 4632 Grob Tensile Elongotion, Puncture Strength _ ASTM D 483 kN (Ibs) Mullen Burst Strength -f-rup,ezoid -Tear ASTM 1) 3786 - kPa (psi) 5506 (800) Strength- ASTMD 4533 kN (lbs) 0.67 (/D_)x 0.73 (165) UV Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 tvlm JUS -StdSieve) 0.425 - (40) Flow Rate ASTM D 4.355 2852 (70) Permittivity ASTM D 4491 Sec -1 0.90 *Nate; All Dandy Sacksr can be ordered with our opfinnal oil absorbent pillows HI -FLOW DANDY SACK- (SAFETY ORANGE) Mechanical Properties ----Method Test Unit- MARV Grob Tensile Strength ASTM D 4632 - - kN _Qb�) ....... -_ 1 �62 (365) X 0.89 (200' Grob Tensile Elongotion, ASTM _ASTM D 4632 % 24 X 10 Puncture Strength -Burst MAY I JUNE 1 D 4833 kN (lbs) O,40 (90) Mullen Strength ASTM . -Trapezoid Tear Strength ASTM D D 3786 4533 kPa (psi) 3097 . . (450)- kN (lbs) 0.51 (115) X 0.33 (75) -UV Resistence ASTM _WS_TM D 4.355 % 90 Apparent Opening Size D 4751 Mm (US Std Sieve) ('_) FI-0-WWO-te- ASTM D _ASTM 4491 I/rnin/m 2 (_g_a_j/_m_jjj7_ft1 )-- 5907 (146) Permittivity, U 449-1- See-, 2.1 DETAIL. OF INLET SEDIMENT CONTROL DEVICE 1-0' MIN. . . ... . ..... . 0.. SECTION LINE WOOD OR METAL STAKES TO SECURE ]'HE STRAW BALES (TWO PER BALE) -STRAW BALL (TYP) I�P_OLYETFIYLENE LINING 10 10 MIL. PLASTIC LINING -/ MIL. EXTENDING OVER BALES METAL P114S OR STAPLES FO SECURE THE PLAN POLYETHYLENE LINING TO THE STRAW BALES AND ROTATED AT LEAST ONE_�- FULL TURN TO SECURE SILT FENCE END IN PLACE SILT FENCE� 2 --WOOD POST/STAKES WRAPPED WITH SILT FENCE AND ROTATED AT LEAST TWO FULL TURNS TO PROVIDE A SECURE CONNECTION -POST SILT FENCE, 10 JOIN TO ENDS OF TWO FENCES, POST 2"X2" WOOD OR 1,33 LBS/FOOL STEEL ---- 6' MAX. SPACING NON -WOVEN FILTER FABRIC SILT FL-NICE-----p,,f MATERIAL COVE 2 TALILL 1. TEMPORARY SEEDING SPECIFICATIONS SprOSPECIPS1 RATE PER;.,;,., OP71MUMDATES OR RYE 150 LBS. 1 TO 1V2, INCHES SEPT, `5 OCT. 30 SPRING OATS 100 LBS. I INCH MARCH I APRIL - ANNUAL RYEGRASS 40 LHS, Y4 INCH MARCH I MAY I AUG. I SEPT. I GERMAN MILLET 40 LBS. I TO 2 INCHES MAY I JUNE 1 SUDANGRASS 35 LBS. I TO 2 INCHES k4AY 1 JULY 30 BUCKWHEAT 60 LBS. 1 TO 2 INCHES APRIL 15 - JUNE I CORN (BROADCAST) 300 LBS. 1 TO 7 INCHES MAY 11 -AUG. 10 SORGHUM 35 LBS, I TO 2 INCHES MAY 1 - JULY 15 MAXIMUM LOAD SLOPE AND DISTANCE FOR WHICH A SILT FENCE IS APPLICABLE LOAD SLOPE MAX, DISTANCE ABOVE FENCE 100 FT. LESS THAN 2% 2 TO 5% 75 FT. 5 TO 10% 50 FIF, 10 TO 20% 25 FT. MORETHAN 20% 15 FT. POSTS: STEEL T OR U TYPE, OR 2"X2" HARD WOOD POST FENCE: WOVEN WIRE, 14--1/2 GA_ 6" MAX. MESH OPENING FABRIC: IN ACCORDANCE WITH ASTM 1) 6461 LATEST EDITION. POST 2"X2" WOOD OR 1 33 LEIS/FOOT STEEL ------ 8' MAX. SPACING WIRE FENCE 14 GUAGE MESH REO'D. IN SWAtFS OR AREAS OF CONCENTRATED FLOW NONWOVEN FILTER FABRIC - SECURE TO POSTS WITH 2" LATH 8"X4" TRENCH TO CD 8"X4` TRENCH TO BE BACKFILLED BE BACKFILLED AND COMPACTED FINISH GRADE- AND COMPACTED FLOW FINISH GRADE-- e. FLOW ABRIC OTEXTILE F UNDISTURBED I f 4 I tAD ON DOWN SLOPE GROUND SIDE AND BOTTOM OF TRENCH EMBEDDED SILT FENCE MATERIAL MIN. 8" GROUND W/4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN A IS ALSO ANCE WITH ASTM D 6462 8.2.2 ACCEPTABLE. WITHOUT WIRE SUPPORT O C/D cm c: 00 O cl Eli]0 c (D W Q) > cd 0 L) < C) 0) C 5 a) CL < cf) 00 ',0 U 0 I�T Z kn Ps 1%0 10 c -CIIJ I ('_) 0 4� Q) cn cd lzt kin 1�t E- 00 d, 00 cd Z t:1 Q) ns n n M 00 M I I I- "MI j1_ i-- 1 1 1---- GEOTEXTILE FABRIC UNDISTURBED-pl- IISll 4_1 1 , ff- __ LAID ON DOWN SLOPE fZ GROUND 1_:_� SIDE AND BOTTOM OF TRENCI I EMBEDDED SILT FENCE MATERIAL MIN. 8" INTO GROU14D W�/ 4" LAID ALONG BOTTOM OF TRENCH. SOIL SLICING IN ISACCORDANCE WITH ASTM D 6462 8.2,2 ALSO ACCEPTABLE. WITH WIRE- SUPPORT INSTALLATION PREFABRICATED SILT FENCE L LAY OUT THE LOCATION OF THE FENCE SO THAT IT 15 PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CON -FACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE ENO TERMINATES AT A HIGHER ELEVATION THAN 'THE TOP OF THE FENCE AT ITS LOWEST POINT. 2, EXCAVATE AN EIGHT -INCH DEEP BY FOUR-INC14 WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE, INSTALLATION BY PLOWING IS ALSO ACCEPTABLE. 3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SIDE OF THE EXCAVAFF-D FRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SIDE OF THE TRENCH, 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH, 5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON TrfE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE OF THE TRENCH. 6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE. NOT IF THE SILT FENCE IS BEING CONSTRUCTED ON-SITE, ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC To THE POSTS. ALLOW FOR AT LEAST 12 INCHES OF FABRIC BE -LOW GROUND LEVEL, COMPLETE THE SILT FENCE INSTALLATION, FOLLOWINGSTEPS 1 THROUGH 6 ABOVE. MAINTENANCE INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY, NLQTEL ALL REPAIRS SHOULD MEET SPECIFICATIONS AS OUTLINED WITHIN T141S MEASURE REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN 11' REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT, WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA, AND STABILIZE, REFFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MA14UAL SEDIA4ENTATION/SILT-FENCE (NO SCALE) S HIN41 4; ISTE' ... NO. 10200392' STATE OF 05,1 SIO NA L t# 41�...1G • 'i hh, JAMES K. SHINNEMAN P.E. 10200392 (NO SCALE) INSTALLATION NOTES: 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN 1-0 1. ACTUAL LAYOUT DETERMINED IN FIFLD. INSTALL THE SYSTEM, 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INS -FALL THE 2. THE CONCRETE WASHOUT SIGN SHALL CONTAINMENT SYSTEM. BE INSTALLED WITIJIN 3OFT. OF THE TEMP. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER CONCRETE WASHOUT FAGIUTY DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING, WOOD OR METAL 4. INSTALL THE POLYETHYLENE LINING, FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. 'THE LINING FOR GERMED SYSTEMS SHOULD BE INSTALLED d, STAKES TO SECURE METAL PINS OR STAPLES OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR THE STRAW BALES (TWO TO SECURE THE CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER �3 PER BALE) POLYETHYLENE LINING TO FASTENERS. �4 4 THE STRAW BALES 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION 11 BINDING WIRE EQUIPMENT AND OTHER TRAFFIC, E' 6. PLACE A. NON -COLLAPSING, NON -WATER HOLDING COVER OVER THEW - TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATE AND ,Q$SIBL OVERFLOW OF THE SYSTEM (OPTIONAL), POLYETHYLENE LINING 10 7. INSTALL SIGNAGE THAT IDENTII-IES CONCRETE WASHOUT AREAS, IP MIL. EXTENDING OVER BALES STRAW BALE (TYP) 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS 1-0 DESIGNATED OCATIONS,1 4. EGRESS - RAR�� IS Q 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND _-F TEMP TR CTI ON INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD F R CONCRETE r x WASHOUT SYSTEMS, -7 =--ril-1--l-Wal -, -.1 - I 7i� ILI 1�_ WOOD OR METAL STAKES NATIVE MAIERIAI, SECTION' (OPTIONAL) (TYP) 2 PER BALECONCRETE WASHOUT TYPE "ABOVEdRADE (NO SCALE) E Q:) W/ STRAW BALES" �t [D, JI c) 0 SHEET NO. 6 7W uzo PROJECT NO. W09.05Z' _0 U C/D cm c: Eli]0 c (D W 0 L) < C) 0) C 5 a) CL < cf) U 0 ca Z C, 1. -CIIJ I S HIN41 4; ISTE' ... NO. 10200392' STATE OF 05,1 SIO NA L t# 41�...1G • 'i hh, JAMES K. SHINNEMAN P.E. 10200392 (NO SCALE) INSTALLATION NOTES: 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN 1-0 1. ACTUAL LAYOUT DETERMINED IN FIFLD. INSTALL THE SYSTEM, 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INS -FALL THE 2. THE CONCRETE WASHOUT SIGN SHALL CONTAINMENT SYSTEM. BE INSTALLED WITIJIN 3OFT. OF THE TEMP. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER CONCRETE WASHOUT FAGIUTY DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING, WOOD OR METAL 4. INSTALL THE POLYETHYLENE LINING, FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. 'THE LINING FOR GERMED SYSTEMS SHOULD BE INSTALLED d, STAKES TO SECURE METAL PINS OR STAPLES OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR THE STRAW BALES (TWO TO SECURE THE CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER �3 PER BALE) POLYETHYLENE LINING TO FASTENERS. �4 4 THE STRAW BALES 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION 11 BINDING WIRE EQUIPMENT AND OTHER TRAFFIC, E' 6. PLACE A. NON -COLLAPSING, NON -WATER HOLDING COVER OVER THEW - TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATE AND ,Q$SIBL OVERFLOW OF THE SYSTEM (OPTIONAL), POLYETHYLENE LINING 10 7. INSTALL SIGNAGE THAT IDENTII-IES CONCRETE WASHOUT AREAS, IP MIL. EXTENDING OVER BALES STRAW BALE (TYP) 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS 1-0 DESIGNATED OCATIONS,1 4. EGRESS - RAR�� IS Q 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND _-F TEMP TR CTI ON INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD F R CONCRETE r x WASHOUT SYSTEMS, -7 =--ril-1--l-Wal -, -.1 - I 7i� ILI 1�_ WOOD OR METAL STAKES NATIVE MAIERIAI, SECTION' (OPTIONAL) (TYP) 2 PER BALECONCRETE WASHOUT TYPE "ABOVEdRADE (NO SCALE) E Q:) W/ STRAW BALES" �t [D, JI c) 0 SHEET NO. 6 7W uzo PROJECT NO. W09.05Z' _0 U 0 Z C) VQ C/) < U 0 Z I Z C, 1. 2 ('_) 0 E- ns n n C�4 Q C) C) U af Z V) V) l.:, V) V) 'A 11� x En S HIN41 4; ISTE' ... NO. 10200392' STATE OF 05,1 SIO NA L t# 41�...1G • 'i hh, JAMES K. SHINNEMAN P.E. 10200392 (NO SCALE) INSTALLATION NOTES: 1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN 1-0 1. ACTUAL LAYOUT DETERMINED IN FIFLD. INSTALL THE SYSTEM, 2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INS -FALL THE 2. THE CONCRETE WASHOUT SIGN SHALL CONTAINMENT SYSTEM. BE INSTALLED WITIJIN 3OFT. OF THE TEMP. 3. A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS AND OTHER CONCRETE WASHOUT FAGIUTY DEBRIS THAT MAY CAUSE TEARS OR PUNCTURES IN THE POLYETHYLENE LINING, WOOD OR METAL 4. INSTALL THE POLYETHYLENE LINING, FOR EXCAVATED SYSTEMS, THE LINING SHOULD EXTEND OVER THE ENTIRE EXCAVATION. 'THE LINING FOR GERMED SYSTEMS SHOULD BE INSTALLED d, STAKES TO SECURE METAL PINS OR STAPLES OVER THE POOLING AREA WITH ENOUGH MATERIAL TO EXTEND THE LINING OVER THE BERM OR THE STRAW BALES (TWO TO SECURE THE CONTAINMENT SYSTEM. THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER �3 PER BALE) POLYETHYLENE LINING TO FASTENERS. �4 4 THE STRAW BALES 5. PLACE FLAGS, SAFETY FENCING, OR EQUIVALENT TO PROVIDE A BARRIER TO CONSTRUCTION 11 BINDING WIRE EQUIPMENT AND OTHER TRAFFIC, E' 6. PLACE A. NON -COLLAPSING, NON -WATER HOLDING COVER OVER THEW - TO A PREDICTED RAINFALL EVENT TO PREVENT ACCUMULATION OF WATE AND ,Q$SIBL OVERFLOW OF THE SYSTEM (OPTIONAL), POLYETHYLENE LINING 10 7. INSTALL SIGNAGE THAT IDENTII-IES CONCRETE WASHOUT AREAS, IP MIL. EXTENDING OVER BALES STRAW BALE (TYP) 8. POST SIGNS DIRECTING CONTRACTORS AND SUPPLIERS 1-0 DESIGNATED OCATIONS,1 4. EGRESS - RAR�� IS Q 9. WHERE NECESSARY, PROVIDE STABLE INGRESS AND _-F TEMP TR CTI ON INGRESS/EGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD F R CONCRETE r x WASHOUT SYSTEMS, -7 =--ril-1--l-Wal -, -.1 - I 7i� ILI 1�_ WOOD OR METAL STAKES NATIVE MAIERIAI, SECTION' (OPTIONAL) (TYP) 2 PER BALECONCRETE WASHOUT TYPE "ABOVEdRADE (NO SCALE) E Q:) W/ STRAW BALES" �t [D, JI c) 0 SHEET NO. 6 7W uzo PROJECT NO. W09.05Z' _0 U H I 10 9 9 7 24' 24. 1, IC0 so.,L 2�, To-- %11, 'A' TOP f! T t I 1. -RAULS 3/4' qA(.Kf]tJ �-3/47 BITUMINOUS PAliukaff (1-3 CLASS A —1 A c CLASS 'Jh- v, NIX41CRITE V6....... . ............ ONMA U:Z. MOIS,,f4S. FOR AIL RaAffil FXCrrT W.01 HEADS USE FC; LCChL ROAP� Cl,'­� STRAICHT CONCRET CL'JR8 C04)IBIAE0 CUA' AND CUTTR T WE /I (./) ND WAIT No �ktf 3-11 Z_> NOTM 114TEOM, MRS COCRETE PA1*90T VAU_ BE SMEAA Sli0i rl:,�6 ,AN rAiaE-,t PA*11bg SHALL Ot SNILAR 5-IrIE (101-- ALL 100UO 01,12E AL IDYPtSM SMI'ACES SPAL4. � TIct-IM, M S0D N C0W?;JrjJaY KORE9 WPW 10 A IsURNL[W DEPIll 174- 1/2' CA94TRACMI JOINTS 9441. BE HUED OR SAWED IN CONTNW.MY PW9D nJf41S TOA MOL4,11) DPIA (F 1/�' D' WAXAW IN 11,10,11 011` IERW,�t E%9Y W WAXIIIAN, FROWWED EIPA.WiU4 I)Iif E%RV Wt IJAKIV,10,CI0 OAWFN SUEGOADE BrYORE PLAUND CIDIr.411TE NO BtCKi11V ki flk �AOWPA�5`Fc!' IJA r 0,-CU.q 12' Ffir�,U CURD Willi, 5 FULL DAYS 1444E PAW AM PLMUNG WIC 1". $zD ____1 8 CIATRUZ , XVIIS C%VhT 5' MUMN 94 W'Q 0411 M174 00Y 16 UPSIULN 7�3 :Jr 10 CRYS cil;a �;OIJGY IN All. PEVECTS, g HO 11AQ4Ft11NG (H MUPACTiON MAY OCOP WFURI 0110 WiTIL 5 RILL NOS ftt PARI PF"tii Fthti?40 CalCfElt y al t,4 qiAll, CC24FORA TO CITY'SNX4CREFF CURD P01114Y N All, f105PECIS Vv,1S110[D AT VWfERTY L141 p -ANUS m,1Y. BLUE SURFACE 24 24' SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS 0 .: N It (NO SCALE) w fffASURED AT pnollm_fy UNE -/-ADA W' (AS APFNJCABL1) T —T VAN 10' DIA, tj<. -�iuowEo n.m nulR 2or Rom, > CCNCRT.TE*. fi 5' GO NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 1' 2, 2 45' L ALL CORNEkRAD­S\ (Z) 10, a0if_3 -CURL PiR CITY s1wr cvE qr/I: t 12- 0 - 1 #53 STO fi i1 7 VAIN A Xt"m IIA63 A ------------ affE W 110,101 AQ&1,tfJ1T CLIO RESERVED CAR PARKING SIGN VAN PARKING SIGN CD Z: NOTE: 12"X1 8" 18 GAUGE r4 s -LAS-5 'A' �'_."A CLASS x_ NON -REFLECTIVE SIGN WITH GROUND. POST SHALL BE m HANDICAP PARKING 14 G1 COATED DARS WITH 11ANT Wait (NO SCALE) JV WAX O711 r, (L G> - :�t) 1 .4 ,n Q:7 C6 " it !b lit LIM. _5 APA(w V4' WAKNUH DISTANCE 04 0P, Or NALX F 1111wO v lk waw" tn cyj0 0� COMMERCIAL OR/ VE PYA Y"') C-5 m 0 X (-)-) 00 zir 00 ucc CIWERsu6 roll Lrck qoltl)s COLY USE C84ENS10iX, FOR ALL ROt`S E:;�11`7 LOCAL RDAV� tn cl 4; --- CI,v?jf,, CcQflo0t) SiALL HE RACE) 0`1 A -L 4r'031C UNDERLINER __q r- OrWDWI SIMS, IMM F61MS ARI qLUO1,' :.1 0 0 C�o A'[!; UAY P,'- RAVILMM- ID I'ACLJ TAIc S J P t Ll It N THIS SIGN TYPICAL AT ;:0 3> COURINED -CORR AID W) fER- TYPE' //I C4 V) a) c> co m ALL VAN ACCESSIBLE 041PL4 5;J%�1Mt F-11101 T5 F-LAtNG CVlCVLIFL :;;u faL ViERf 5' VAXWV Otl' [01.0 0l1fT_TMSt ':VFR' W 0 PARKING SPACES VAN CCESSIBLE M"WL`u Imm METCOACID :xIA%1Ct4 014- Piyviy !11' H'r o+ r LO, PERCTY SIGN WITH WE 6' 00,M ffli,`.+', VCR Ct is a C1AL CW&S CONCRETE CURB TURNOUT CURB VAIN CON,'IETE ?MIAl'?4T SHALL F: FiI4%AR WAPE [717 w x 9' At; OTHER PC -,QS TAP, Cr UPW A �tl OF 7 1/2 HAV, 0)kt 13 1/2' (NO SCALE) oF Z_ I)NN SHALL BE TOXO M SKAD It! Qffr4VW51,Y PI)JI0 OAE, IU A 1111AW4M DfPTl­t Of 112- Cf') cn 0 1�,WPVJ SJVIRAX bmf E PLA"'G (1rNCfiF_1E � I C0141n11L 4eNI5 EVERY 5, V001so ON AWjl OTHEFVMq E'TAY IV UkVWUAE PlitfOffin WANSJON JDINT bJRY 5C UAMULIC >--A � NO UA`YH!LNP (;It CCMPAP,i V4 MAI iECu1t 12' rAOM QM Wak 5 FELL DAYS HA'F- VNSSID AFTER PLACI!e, 04C:401 L--) z �jiw. cjt,�-ORV To Cjl'�'S CINCK,11 VJhO POU;Y IR ALL REZmT5% 0 ;u c:5 Vv,1S110[D AT VWfERTY L141 p -ANUS m,1Y. BLUE SURFACE PER s7rc ELM) or SURDIVS104 CASIRQL loommu: SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS 0 .: N It (NO SCALE) w fffASURED AT pnollm_fy UNE -/-ADA W' (AS APFNJCABL1) T LO 0 VAN 10' DIA, tj<. -�iuowEo n.m nulR 2or Rom, > CCNCRT.TE*. fi 5' GO NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 1' 510EWALK PER DETAt 10-14 DRIA 45' L ALL CORNEkRAD­S\ (Z) 10, a0if_3 -CURL PiR CITY ii 1/2 12- 0 - 1 #53 STO fi i1 7 VAIN A Xt"m IIA63 A ------------ affE W 110,101 AQ&1,tfJ1T CLIO RESERVED CAR PARKING SIGN VAN PARKING SIGN ..3. .... iCLAISS *A' NOTE: 12"X1 8" 18 GAUGE m If ra1.,a4q� 7yols 11txwe R" *4 ramr. caf:vt NON -REFLECTIVE SIGN WITH GROUND. POST SHALL BE 12' POST DRIVEN 4 F[Fr INTO 12' LONG GALVANIZED 2 1/2" HANDICAP PARKING TS PAINTED GREEN TO MATCH LIGHT POLES COATED DARS WITH 11ANT Wait (NO SCALE) JV WAX O711 r, (L G> - :�t) 1 .4 ,n (f� r F1 C6 " it !b lit LIM. V4' WAKNUH DISTANCE 04 0P, Or NALX F 1111wO v lk waw" tn cyj0 0� COMMERCIAL OR/ VE PYA Y"') CO3fl3ble'./0 VPRSESI-49 GURU AND GUTTER 0 X (-)-) 00 zir 00 :4 tn cl 4; --- CI,v?jf,, CcQflo0t) SiALL HE RACE) 0`1 A -L 4r'031C UNDERLINER I- CD C__ OrWDWI SIMS, IMM F61MS ARI qLUO1,' :.1 0 0 UT 1111 IMIVSAIR ALL 11J11 TYPES 0,11PI 111L OJIB A'[!; UAY P,'- RAVILMM- ID I'ACLJ TAIc S J P t Ll It N THIS SIGN TYPICAL AT ;:0 3> cONO;,1ETt 011w AND/M Sk][VkK AUbM DRIVE SRALL BE 1,11MIJUIA CF V AACI RENFU FD A>'4fTCu F;SET of fA IG ri>Yre En To Ara ss 9111. C4 V) a) c> 14 tpA14Y EMSTNIG WOO, SKU FESA0.11` AT THE WAREST rA4i 10 !'FE RMDYAL LM -TS AND EJ�W','3 0916 ALL VAN ACCESSIBLE 041PL4 5;J%�1Mt F-11101 T5 F-LAtNG CVlCVLIFL :;;u faL ViERf 5' VAXWV Otl' [01.0 0l1fT_TMSt ':VFR' W 0 PARKING SPACES VAN CCESSIBLE M"WL`u Imm METCOACID :xIA%1Ct4 014- Piyviy !11' H'r o+ r LO, PERCTY SIGN WITH WE 6' 00,M ffli,`.+', VCR Ct is a C1AL CW&S CONCRETE CURB TURNOUT PON LOCAL RUJAbS FACE V- 6 1�,' ISt ��/4% 8AN OF CU911 12 3/4' [717 w x 9' At; OTHER PC -,QS TAP, Cr UPW A �tl OF 7 1/2 HAV, 0)kt 13 1/2' (NO SCALE) oF Vv,1S110[D AT VWfERTY L141 p -ANUS m,1Y. wlw PH StEnIll 11C9 of Im wmlm CwTH11- MuitIAME qvu iT —i" w1w Fatx 1 2" TQ ------- — nuow 112' .CFIIT FILLER zCONt'ACITO vi ACL)"T'llgirl M01 EEC101 207.02 '.F S(ANDVID ICP OT 14/AL' A9,1A(,F.,Vr To colt P, No uAiT NOW,. P0004 F7014 AW VVIII CIAN', '.A' CONCK)L 6' IDEPTH Of CONCRETE TO BE LIM- ACROSS bRfe-,S IF AGGWGATI MS REWPED PS STOM5 PALL EE USED AT A 1414MLp W 4- BLUE SURFACE PER s7rc ELM) or SURDIVS104 CASIRQL loommu: SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS 0 .: N It (NO SCALE) w fffASURED AT pnollm_fy UNE -/-ADA W' (AS APFNJCABL1) T LO 0 VAN 10' DIA, PARKING Rom, > CCNCRT.TE*. ONLY 5' GO NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 1' 510EWALK PER DETAt 10-14 DRIA xNvs sgALL el 04r L ALL CORNEkRAD­S\ Irl 10, a0if_3 -CURL PiR CITY z 12- 0 - 1 #53 STO fi i1 7 VAIN A Xt"m IIA63 A V5 RESERVED CAR PARKING SIGN VAN PARKING SIGN 4' (TYP) NOTE: 12"X1 8" 18 GAUGE m If ra1.,a4q� 7yols 11txwe R" *4 ramr. caf:vt NON -REFLECTIVE SIGN WITH GROUND. POST SHALL BE 12' POST DRIVEN 4 F[Fr INTO 12' LONG GALVANIZED 2 1/2" HANDICAP PARKING TS PAINTED GREEN TO MATCH LIGHT POLES 10 WITH 11ANT Wait (NO SCALE) JV WAX O711 r, (L ALL ACCESSIBLE PARKING--*' CURB & cii 1 .4 ,n nj. 4(.**346) quH (f kw 6 t V, C6 " it !b lit LIM. V4' WAKNUH DISTANCE 04 0P, Or NALX F 1111wO v lk waw" tn cyj0 0� COMMERCIAL OR/ VE PYA Y"') c, cD. C, 0 X (-)-) 00 zir 00 :4 tn cl 4; --- N UNDERLINER I- CD C__ L 0 0 UT 1111 IMIVSAIR ALL 11J11 TYPES 0,11PI 111L OJIB 48 "-1 EN fVPAt4S1FA AtiTS THIS SIGN TYPICAL AT ;:0 3> cONO;,1ETt 011w AND/M Sk][VkK AUbM DRIVE SRALL BE 1,11MIJUIA CF V AACI RENFU FD A>'4fTCu F;SET of fA IG ri>Yre En To Ara ss 9111. C4 V) a) c> 14 tpA14Y EMSTNIG WOO, SKU FESA0.11` AT THE WAREST rA4i 10 !'FE RMDYAL LM -TS AND EJ�W','3 0916 ALL VAN ACCESSIBLE o> :;;u PWIUE W RAW11 R[GA1K;'-FSS OF SDfWAJ.y/,1ATlI 10CATIOK 0 PARKING SPACES VAN CCESSIBLE 12, x 6, PERCTY SIGN WITH CONCRETE CURB TURNOUT WORDING AS REQUIRED—., BY STATE OR LOCAL LAW [717 w x 9' Lj fD (NO SCALE) oF 0 wlw PH StEnIll 11C9 of Im wmlm CwTH11- MuitIAME qvu iT —i" w1w Fatx 1 2" TQ ------- — nuow 112' .CFIIT FILLER zCONt'ACITO vi ACL)"T'llgirl M01 EEC101 207.02 '.F S(ANDVID ICP OT 14/AL' A9,1A(,F.,Vr To colt P, No uAiT NOW,. P0004 F7014 AW VVIII CIAN', '.A' CONCK)L 6' IDEPTH Of CONCRETE TO BE LIM- ACROSS bRfe-,S IF AGGWGATI MS REWPED PS STOM5 PALL EE USED AT A 1414MLp W 4- NIH St' .104 2WI,02 (If 5TY48ARU IM)DI SPECS, COAICHEIE SIOEWAW N 0 TIES: NO SCALE Now frjSH AND B(O CLASS W CCNCREIE If AOCREGAIE 15 AEIYJIOED 153 STORE. ftK USED AT A W WMAJ Or A- 6 NOTE: SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U -POST AND MEET IN.D.O.T. AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. STOP SIGN (24It x 24") (No SCALE) 50, TOP MAXIMUM IOF CURB 00010000 ONE ME FAVtMtN I BOTTOM J TRANSVERSE EXPANSION OF CURB ;DINTS --/ TRANSVERSE CONTRACTION JOINTSY (MAX 10' TANGENT, 51 ON RADIUS SECTIONS) CURB JOINT DETAIL Imu buftu) - - ------ VARIES ;SEE PLANS) SCORE 1/4" PER FOOT SLOPE 1 RAD. RAD C15S5 -A- 60RE.rE A, , . I V " - V , , 2- 4" COMPACTED PAVEMENT GRANULAR BASE INTEGRAL WALK AND CURB DETAIL (NO SCALE) BLUE SURFACE BLUE SURFACE PER s7rc ELM) or SURDIVS104 CASIRQL loommu: SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS OAF .: N It (NO SCALE) w C 'CD c: T LO 0 VAN 10' DIA, PARKING Rom, 17 , _-, -, I ?:1 ONLY 5' GO NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 1' RAD. xNvs sgALL el 04r L ALL CORNEkRAD­S\ ALL CORNERS 20' 4k z 12- 0 - 1 #53 STO fi i1 7 VAIN A Xt"m IIA63 A V5 RESERVED CAR PARKING SIGN VAN PARKING SIGN 4' (TYP) NOTE: 12"X1 8" 18 GAUGE HOT DIP GALVANIZED If ra1.,a4q� 7yols 11txwe R" *4 ramr. caf:vt NON -REFLECTIVE SIGN WITH GROUND. POST SHALL BE 12' POST DRIVEN 4 F[Fr INTO 12' LONG GALVANIZED 2 1/2" HANDICAP PARKING TS PAINTED GREEN TO MATCH LIGHT POLES 10 WITH 11ANT Wait (NO SCALE) Kr kn O711 r, (L ALL ACCESSIBLE PARKING--*' 1 .4 . U nj. 4(.**346) quH (f kw 6 t V, C6 " it !b lit LIM. V4' WAKNUH DISTANCE 04 0P, Or NALX F 1111wO v lk waw" tn cyj0 0� -T c, cD. C, 0 LES5 IH&I 6'-0' 60*VH MAIMUH JOY41S 00 zir 00 :4 tn cl 4; --- N UNDERLINER I- CD C__ L 0 RIPPAP 48 "-1 EN fVPAt4S1FA AtiTS THIS SIGN TYPICAL AT rn 00 rn NIH St' .104 2WI,02 (If 5TY48ARU IM)DI SPECS, COAICHEIE SIOEWAW N 0 TIES: NO SCALE Now frjSH AND B(O CLASS W CCNCREIE If AOCREGAIE 15 AEIYJIOED 153 STORE. ftK USED AT A W WMAJ Or A- 6 NOTE: SIGN IS TO BE MOUNTED ON GALVANIZED STEEL U -POST AND MEET IN.D.O.T. AND INDIANA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. STOP SIGN (24It x 24") (No SCALE) 50, TOP MAXIMUM IOF CURB 00010000 ONE ME FAVtMtN I BOTTOM J TRANSVERSE EXPANSION OF CURB ;DINTS --/ TRANSVERSE CONTRACTION JOINTSY (MAX 10' TANGENT, 51 ON RADIUS SECTIONS) CURB JOINT DETAIL Imu buftu) - - ------ VARIES ;SEE PLANS) SCORE 1/4" PER FOOT SLOPE 1 RAD. RAD C15S5 -A- 60RE.rE A, , . I V " - V , , 2- 4" COMPACTED PAVEMENT GRANULAR BASE INTEGRAL WALK AND CURB DETAIL (NO SCALE) BLUE SURFACE BLUE SURFACE J. SILKSCREEN WHITE LETTERS SILKSCREEN WHITE LETTERS OAF .: N It (NO SCALE) w C 'CD c: ALL SIGNS SHALL COMPLY V11TH U.S. DEPARTMENT OF LO 0 VAN 10' DIA, PARKING PARKING 181, 17 , _-, -, I ONLY ONLY 5' GO NOTE: ALL STRIPES TO BE 4" PAINTED WHITE 1' RAD. 18" R 7. L ALL CORNEkRAD­S\ ALL CORNERS 20' 4k z 12- 0 - 1 #53 STO fi i1 7 ti :5- 0 V5 RESERVED CAR PARKING SIGN VAN PARKING SIGN 4' (TYP) NOTE: 12"X1 8" 18 GAUGE HOT DIP GALVANIZED If ra1.,a4q� 7yols 11txwe R" *4 ramr. caf:vt NON -REFLECTIVE SIGN WITH GROUND. POST SHALL BE 12' POST DRIVEN 4 F[Fr INTO 12' LONG GALVANIZED 2 1/2" HANDICAP PARKING TS PAINTED GREEN TO MATCH LIGHT POLES 9 NOTE: ALL PAINT TO BE NON-SKID SURFACE APPLICATION OF CIUCA SAND OR GLASS BEAD BY METHOD OF MIXTURE AND OR BROADCASTING PROPOSED ADA SIGNS _---ON Y DIAMETER POST (SEE SIGN DETAILS) OD STEEL POS SET BOTTOM OF SIGN 7' ABOVE GRADE SYMBOL DETAIL (NO SCALE) (5' CAR) "ADA" SIGNS 8' 8' MIN VAN 8' No som " " Diagram 1: Bicycle Rack A Section B -B Sidjon A -A Diogrom 2: Bicycle Parking Location and Design 36" 72' 72' 24' (Wo.) 24" ............ ............... BICYCLE PARKING DETAI' (NO SCALE) FILL PIPE FULL W/ CONCRETE )P TO DRAIN HEOULE 40 STEEL ROUND 4TFD SAFETY RED ;EALANT LOPE TO DRAIN PAVING DIA. CONCRETE FOOTING Raw— J. ADA PARKING SPACES 00 OAF .: N It (NO SCALE) w C 'CD c: ALL SIGNS SHALL COMPLY V11TH U.S. DEPARTMENT OF LO 0 w UJI 1.5" -HMA #11 SURFACE 2 --HMA #8 BINDER 3- HMA #5D BASE 7"-#53 STONE 4"-#2 STONE rMi�'�':4T r Tir=-- m E"Ei L [ T" COMPACTED SUBSURFACE HEAVY DUTY ASPHALT SECTION (I 06TH STREET ENTRANCE) ALTERNATE (NO SCALE) LEVEL LIP OF SPREADER ROCK -FILLED TRENCH (2 STONE) J. ADA PARKING SPACES 00 .: N It (NO SCALE) w C 'CD c: ALL SIGNS SHALL COMPLY V11TH U.S. DEPARTMENT OF LO 0 w UJI TRANSPORTATION. FEDERAL HIGHWAY ADMINISTRATION'S 17 , _-, -, I UQ "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES*,LOCAL z < c: CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN 6' STANDING C URB z ACCORDANCE MTH MANUFACTURER'S INSTRUCTIONS. z m 0 - 1 #53 STO fi i1 7 ti :5- 0 V5 RESERVED t__ < C srnzs tw ._1A, If ra1.,a4q� 7yols 11txwe R" *4 ramr. caf:vt HEAVY DUTY CONCRETE THIS SIGN TYPICAL AT PARKING I (NO SCALE) Kr kn C364 -4 0 ALL ACCESSIBLE PARKING--*' 1 .4 . U nj. 4(.**346) quH (f kw 6 t V, " it !b lit LIM. SPACES 1111wO v lk waw" tn cyj0 0� -T c, cD. C, 0 GEOTEXTILE FILTER FABRIC 00 zir 00 :4 tn cl 4; --- zz UNDERLINER I- CD C__ L 0 RIPPAP THIS SIGN TYPICAL AT rn 00 rn C4 V) a) c> ALL VAN ACCESSIBLE PARKING SPACES VAN CCESSIBLE 12, x 6, PERCTY SIGN WITH CONCRETE CURB TURNOUT WORDING AS REQUIRED—., BY STATE OR LOCAL LAW [717 w x 9' (NO SCALE) 1.5" -HMA #11 SURFACE 2 --HMA #8 BINDER 3- HMA #5D BASE 7"-#53 STONE 4"-#2 STONE rMi�'�':4T r Tir=-- m E"Ei L [ T" COMPACTED SUBSURFACE HEAVY DUTY ASPHALT SECTION (I 06TH STREET ENTRANCE) ALTERNATE (NO SCALE) LEVEL LIP OF SPREADER ROCK -FILLED TRENCH (2 STONE) V-1 1/2 3 LBS./FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD SPECIFICATION SEC- 910.14. USE 6" PIPE BOLLARD FILLED W1 CONCRETE ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK SLOPE TOP OF CONCRETE GROUND/PAVING F I I SURFACE 2' SOD IP 4 FILTER w 3500 PSI I J. z 00 .: N It w C 'CD c: m +-a LO 0 w UJI 17 , _-, -, I UQ 8' FIBER ADD VE 1" z < c: Q) 0 - ca U2 z a z m 0 - 1 #53 STO fi i1 7 ti :5- 0 V5 -4 t__ < C srnzs tw ._1A, If ra1.,a4q� 7yols 11txwe R" *4 ramr. caf:vt HEAVY DUTY CONCRETE ty1+, t. 1 1, .11W,411 -.11 11 PE v CtAs 141 . vnflm (Q v (- Wp.wu (NO SCALE) Kr kn C364 -4 0 1 .4 . U nj. 4(.**346) quH (f kw 6 t V, " it !b lit LIM. a C'4 en 1111wO v lk waw" tn cyj0 0� -T c, cD. C, 0 V-1 1/2 3 LBS./FT. GALVANIZED CHANNEL SIGN POST PER INDOT STANDARD SPECIFICATION SEC- 910.14. USE 6" PIPE BOLLARD FILLED W1 CONCRETE ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK SLOPE TOP OF CONCRETE GROUND/PAVING F I I SURFACE 2' SOD IP 4 FILTER w 3500 PSI I - , PAVEMENT 7j iw t >1�1 P.C. CONCRETE 10 Im 3' V) 1.5' MIN EXISTING SUBSOIL 7 Lam, LINE SIDES AND BOTTOM OF co- TRENCH WITH NON -WOVEN z v) U5 2' MIN E GEOTEXTILE FABRIC, _�6" PERFORATED SSD D 1 'ADA' SIGN BOLLARD LEVEL SPREADER CROSS SECTION MOUNT DETAIL No Y, SHIA(* 4 4 5- FIBER ADDITIVE REINFORCED CONC. 4. 8" #53 STONE `-COMPACTED SVBGRADE LIGHT DUTY CONCRETE PAVING SECTION (NO SCALE) NOTE; LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE, THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE—THIRD FOR LOW—SPEED URBAN CONDITIONS. FO ., NO. STATE OF ///// $/ONAL #11 H.A.C. SURFACE 2"-H-kC. #8 BINDER Lit I t �P. JAffES K. 3HfNNEMAN P.R. 10200392 -#53 AGGREGATE c: z 00 .: N It w C 'CD c: m +-a LO 0 w UJI 17 , _-, -, I UQ 8' FIBER ADD VE 1" w < < c: Q) 0 - ca U2 z a z m 0 - 1 #53 STO fi i1 7 ti :5- 0 V5 -4 t__ < C , tw 00 w HEAVY DUTY CONCRETE PAVING SECTION (NO SCALE) Kr kn C364 -4 0 1 .4 . U 1"-#11 H.A.C. SURFACE a C'4 en tn cyj0 0� "T tn �T c, cD. C, 0 00 zir 00 :4 tn cl 4; --- zz tn Ci I- CD C__ 0 rn 00 rn C4 V) a) c> - , PAVEMENT 7j iw t >1�1 P.C. CONCRETE 10 Im 3' V) 1.5' MIN EXISTING SUBSOIL 7 Lam, LINE SIDES AND BOTTOM OF co- TRENCH WITH NON -WOVEN z v) U5 2' MIN E GEOTEXTILE FABRIC, _�6" PERFORATED SSD D 1 'ADA' SIGN BOLLARD LEVEL SPREADER CROSS SECTION MOUNT DETAIL No Y, SHIA(* 4 4 5- FIBER ADDITIVE REINFORCED CONC. 4. 8" #53 STONE `-COMPACTED SVBGRADE LIGHT DUTY CONCRETE PAVING SECTION (NO SCALE) NOTE; LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE, THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE—THIRD FOR LOW—SPEED URBAN CONDITIONS. FO ., NO. STATE OF ///// $/ONAL #11 H.A.C. SURFACE 2"-H-kC. #8 BINDER Lit I t �P. JAffES K. 3HfNNEMAN P.R. 10200392 -#53 AGGREGATE c: PAVING SECTION .: N It w C 'CD c: m +-a LO 0 w UJI 17 , _-, -, I UQ 8' FIBER ADD VE 1" w < < c: Q) 0 - ca U2 z z z �4 0 - 1 #53 STO fi i1 7 ti :5- 0 c: _J 0 r/3 t__ < C E- - , PAVEMENT 7j iw t >1�1 P.C. CONCRETE 10 Im 3' V) 1.5' MIN EXISTING SUBSOIL 7 Lam, LINE SIDES AND BOTTOM OF co- TRENCH WITH NON -WOVEN z v) U5 2' MIN E GEOTEXTILE FABRIC, _�6" PERFORATED SSD D 1 'ADA' SIGN BOLLARD LEVEL SPREADER CROSS SECTION MOUNT DETAIL No Y, SHIA(* 4 4 5- FIBER ADDITIVE REINFORCED CONC. 4. 8" #53 STONE `-COMPACTED SVBGRADE LIGHT DUTY CONCRETE PAVING SECTION (NO SCALE) NOTE; LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE, THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE—THIRD FOR LOW—SPEED URBAN CONDITIONS. FO ., NO. STATE OF ///// $/ONAL #11 H.A.C. SURFACE 2"-H-kC. #8 BINDER Lit I t �P. JAffES K. 3HfNNEMAN P.R. 10200392 -#53 AGGREGATE STANDARD DUTY ASPHALT PAVING SECTION .: N It LO 0 w 17 , _-, -, I 8' FIBER ADD VE 1" w < < U2 z z z �4 0 - 1 #53 STO fi i1 7 ti :5- 0 L, 0 r/3 t__ < U E- 14 HEAVY DUTY CONCRETE PAVING SECTION (NO SCALE) 1"-#11 H.A.C. SURFACE 0� 0 r-\0 10"--#53 AGGREGATE c, cD. C, C4 V) a) c> - , PAVEMENT 7j iw t >1�1 P.C. CONCRETE 10 Im 3' V) 1.5' MIN EXISTING SUBSOIL 7 Lam, LINE SIDES AND BOTTOM OF co- TRENCH WITH NON -WOVEN z v) U5 2' MIN E GEOTEXTILE FABRIC, _�6" PERFORATED SSD D 1 'ADA' SIGN BOLLARD LEVEL SPREADER CROSS SECTION MOUNT DETAIL No Y, SHIA(* 4 4 5- FIBER ADDITIVE REINFORCED CONC. 4. 8" #53 STONE `-COMPACTED SVBGRADE LIGHT DUTY CONCRETE PAVING SECTION (NO SCALE) NOTE; LANE CONTROL ARROWS SHALL BE WHITE AND SHALL BE PLACED IN ACCORDANCE WITH IMUTCD. THE ARROW SHOULD BE 20 FEET IN ADVANCE OF THE STOPLINE, THE WORD "ONLY" SHOULD BE LOCATED IN ADVANCE OF THE PAVEMENT ARROW. TRAFFIC MARKING DETAILS (NO SCALE) NOTE: TYPICAL SIZES FOR NORMAL INSTALLATION; SIZES MAY BE REDUCED APPROXIMATELY ONE—THIRD FOR LOW—SPEED URBAN CONDITIONS. FO ., NO. STATE OF ///// $/ONAL #11 H.A.C. SURFACE 2"-H-kC. #8 BINDER Lit I t �P. JAffES K. 3HfNNEMAN P.R. 10200392 -#53 AGGREGATE k1vmFrN�1Lv HEAVY DUTY ASPHALT PAVING SECTION (NO SCALE) RS STANDARD DUTY ASPHALT PAVING SECTION (NO SCALE) 17 , _-, -, I 8' FIBER ADD VE 1" 4 4, FORCED C NC. R EIN 0 - 1 #53 STO fi i1 7 Ta W COMPACTED SUBSURFACE <., HEAVY DUTY CONCRETE PAVING SECTION (NO SCALE) 1"-#11 H.A.C. SURFACE 0� 0 r-\0 10"--#53 AGGREGATE k1vmFrN�1Lv HEAVY DUTY ASPHALT PAVING SECTION (NO SCALE) RS SHEET NO co -4 0 >--A � 0 Lo c 10 C Y) (f) r SHEET NO 10 9 8 EVE w r« -a 6" #2 Stone _ •.��'� Compacted Base OUTLET CONTROL STM STR 202 (NO SCALE) SPILLWAY ELEVATION•p S�0`OF RISER PIPE TC. SET 12" ABOVE GRADE DRY DETENTION 3" HARDWOOD MULCH _ ROOF DRAIN 1z LAYER 1 WALK 6' TOP SOIL °' NOTE: SSD TO BE DOUBLE WALLED HANCOR OR ECUiV 4' WASHED SAND-' cj �'--6" WASHED SAi4D NON PFRFORATED S D 1.5 CONNECT TO HYDRAWAY SYSTEM NON--WOVEN\_HYDRAWAY IN RAIN GARDEN FiLTER FABRIC DRAINAGE SYSTEM RAIN GARDEN SOUTH SIDE OF BUILDING (5-7) 3" HARD4`7DOD MULCH _ RISER PIPE TC LATER SET 10" ABOVE z GRADE WALK 1.0y1 m 10" MIN. 1 11 MIN 6�HED SAND TOP SOIL 4" WASHED' ~ NOTE: SSD TO BE DOUBLE WALLED HANCOR OR EOUIV. 4" PEA GRAVEL g - - z f.5 " SSD #8 STONE NON -WOVEN It FILTER FABRIC RAIN GARDEN NORTH SIDE OF BUILDING (A -F) GARDEN. DO NOT OR SPRAY 3" HARDWOOD MULCH LAYER PARKt�G LOT_ w MIN. 6 -12 6" SSD (DAYLIGHT TO (VARIES, SEE PLAN) shop Dp RAINGARDEN -2' LEVEL MIN. 6" TOP SOIL - 2' 50D SPREADER 6 WASHED YSAND 5 NON -WOVEN HYDRAWAY FILTER FABRIC DRAINAGE SYSTEM RAIN GARDEN NORTH AND WEST SIDE OF PARKING LOT (G51-4 LAKE TOP OF BANK i NEENAH 4215-C NEENAH 4215-C COtJTCC{{ STORMRAX (OR F.OtIIV) DESIGNATION: ELEV.: ELEV.: ELEV.: WIDTH: HDPE TRASH RACK FROM PLASTIC SOLUTIONS 6°' _,, - -► ..- 8„ "FLAT SERIES" TO©=896.50 ..- 2.5' 1 } I I_I i. I EMERGENCY 49" X 22 g" X 7 �„ 27"-30" —Top of Box _I SPILLYrAY=895.00 100yr=895.00}- TRASH SCREEN a�-�-�-� Inv. _ 8' (T (p 3 BY PLASTiC' 96` 6" Orifice - T SOLUTIONS, INC. OR EQu1v. 24" Inv. 893.45-E 12" Outlet Pipe 4.00' - —11 1 - i; i I I—I 11-x.1 !_ N/A N/A Inv. 890.60 it L1 �_ N/A N/A 96" •, 891.00 Flow NOTE: INSTALL TRASH \ / b" Orifice Inv. 891.00 t2" `' 890.60 SCREEN BY j'., 3)AIN. ' CLASS "A" CONCRETE MANUFACTURE ��� --- RECOMMENDATIONS ��-`%"� GROWTH iF NOT EVE w r« -a 6" #2 Stone _ •.��'� Compacted Base OUTLET CONTROL STM STR 202 (NO SCALE) SPILLWAY ELEVATION•p S�0`OF RISER PIPE TC. SET 12" ABOVE GRADE DRY DETENTION 3" HARDWOOD MULCH _ ROOF DRAIN 1z LAYER 1 WALK 6' TOP SOIL °' NOTE: SSD TO BE DOUBLE WALLED HANCOR OR ECUiV 4' WASHED SAND-' cj �'--6" WASHED SAi4D NON PFRFORATED S D 1.5 CONNECT TO HYDRAWAY SYSTEM NON--WOVEN\_HYDRAWAY IN RAIN GARDEN FiLTER FABRIC DRAINAGE SYSTEM RAIN GARDEN SOUTH SIDE OF BUILDING (5-7) 3" HARD4`7DOD MULCH _ RISER PIPE TC LATER SET 10" ABOVE z GRADE WALK 1.0y1 m 10" MIN. 1 11 MIN 6�HED SAND TOP SOIL 4" WASHED' ~ NOTE: SSD TO BE DOUBLE WALLED HANCOR OR EOUIV. 4" PEA GRAVEL g - - z f.5 " SSD #8 STONE NON -WOVEN It FILTER FABRIC RAIN GARDEN NORTH SIDE OF BUILDING (A -F) GARDEN. DO NOT OR SPRAY 3" HARDWOOD MULCH LAYER PARKt�G LOT_ w MIN. 6 -12 6" SSD (DAYLIGHT TO (VARIES, SEE PLAN) shop Dp RAINGARDEN -2' LEVEL MIN. 6" TOP SOIL - 2' 50D SPREADER 6 WASHED YSAND 5 NON -WOVEN HYDRAWAY FILTER FABRIC DRAINAGE SYSTEM RAIN GARDEN NORTH AND WEST SIDE OF PARKING LOT (G51-4 LAKE TOP OF BANK i 10GYR SPILLWAY SPILLWAY DESIGNATION: ELEV.: ELEV.: ELEV.: WIDTH: DRY DET 896.50 895.00 895.00 15' 48' GO" 60" 72" N/A {- N/A N/A 27"-30" __.______.-___. 60" 33 -36" EMERGENCY SPILLWAY _ TYPICAL SECTION 84" (NO SCALE) 7 6 { 5 4 3 6" MIN 'TOPSOIL _ 4 I i 1.0' MIN 6" WASHED i II i _ LIR ---EXISTING SUBSOIL - f II (I.-iII -� "LINE SIDES AND BOTTOM OF =1 - : TRENCH WITH NON -WOVEN 1.5' MIN GEOTEXTILE FABRIC. __`6" HYDRAWAY SYSTEM HYDRAWAY DRAINAGE SYSTEM (FOR DRY DETENTION AND RAIN GARDEN 5-'7) VALVE BOX EAST JORDON NO. 6860 CAP z COVER MINAL. NOTE' SIMILAR INSTALLATION FOR CURB BOX OR TO NATURAL SERVICE UNE GROUND TYPICAL VALVE BOX INSTALLATION (NO SCALE) �l \tt �I11 J V uv !�! 1 I_�=1 °•' � a \•� =`%� -I LI=B_ 3500 PSI CONCRETE-,-, r� -- -- PERSPECTIVE VIEW - I I EARTH CUT AWAY CRADLE SHALL BEAR ON j UNDISTURBED EARTH NOTE:— TO BE USED WHEN CLEAR DISTANCE (FROM EXTERIOR PIPE DIAMETER TO EXTERIOR PIPE DIAMETER) BETWEEN SANITARY BOTTOM dF TRENCH - I I �- SEWER PIPING (MAINS, LATERALS, FORCE MAINS, ETC.) AND ALL OTHER PIPES IS 18" OR LESS, PER INSPECTOR'S DIRECTION, OR WHERE 140ILD ON THE DRAWINGS, A MINIMUM CLEAR DISTANCE OF 3" MUST BE PROVIDED TO MAINTAIN STRUCTURAL INTEGRITY OF THE CONCRETE. CONCRETECRADLE DETAIL (NO SCALE) (NO SCALE) 6' M41 MUU DE :CPEf,".IL OR J57 STONI Y I f?,vo V N,; SLCTIUI P, It:S LJVFI OF SUMAiz %f/S !/� FINAL 8AMMI, ---• SHALL K PER 4 - NOTE 1. VINILIUM GOWR SHALL OF PLLT IWIF: 3, ICOM 1, HAMMING,` APE UATFPIAL PER UTIUTY TRI'll0i Vhplit, iNINAL _ HAYING dU[ jSM1ION OVER DACKFI LN,TALLATIDN. Ii.AcIALNT, AID C,SiT#'Au'i+rt ;YETI STA7i"1,ARD PFACMI DT UTILITY 0,9ING L,YI, I-`OICITRN OVER IWTALLAPGI'I. ti�� �,,�f"�•/�,�,��f�. 01A I Eft SEWER VAIN AND LATERAL TRENCH DETAIL FOR UTIL I TY 11V,5T 4LLA 1IQN,5 YU1 THIN CITY R1W T+TT= NO SCALE 1. rr"tirSL arC}?T`.1 F'OR ULT -ITP iN•rTA!! k11Gtl., ViFiGiE L' 15 5 LX1 CE'zTi Slttd.l_ BE B-BCRRffA' FCS STRUfTUBE BA,CKFIU. SLEET , T -E MATERIAL RE .REMENTS CF T1TE INDDT AND SHAI1 BE OOMPACTED IN G" MLRXIH!JM LETS TO NOT LESS T 4ti a5� -,TA'Y ARU PR(CTtl? DF_NSI"Y FOR THE _UNTIE DEPTH CF THE M,,TERtN_ FL-kCFD. THE BAGWIL1 R71 PIE TipC OF 'Hy XCAyATIC"I DELOYJ THE UPA QC SUBGRM£E 01ALL BE J53 STONE UEET1Js' THE LANIERAL FEaif,REMENT, CC ?TLE r+BCT 4} D 9tALL f CrMA AC EU 10 jDT LESS IHPN 95X STMIDAR0 PRKTCq DENSITY FOR THE E'ITPr ft�Tl 0' TINE 01RO'L PLACID. IF RI TP "ARD PRACTICE C HTE URIJ-Y PEAT IMS gAtSNCTION OYCR T- T IIIA �-1A ICN it A MOL+L STT t{•_FLET FUN- kMCKFILL Fi OUP.L4141, `11L UCI'F. STRWGUI!T REQUIkEME iT V111111- 2. 11_t. Taa3 {Hc4rfUFfiNt_ EtiT 5tp11 APPLY Ft1 6;-{ aTJTY INSTAL LA@0Na ti'r,L )DING BUT ILII UW7FJ3 TO SY.AIEn MMN AA -ER SERVCE LATERALS, SANITARY MANS, SANITARY 4ERVIM LATERALS, GAS PIPNG, PIAER, TELECOMM AND C1.7� O N'UITS uR DUCT UAftS} 'AIIHIN ERISTIt1.J AM PRI `r5[0 CI -Y OF CARUEL RjW I -M S'. „ - 1 t i f t' P 1 A I" " T ' 1 , .I � R :AR ;` T + D:"IFC@I CF P>1E UTILITY, E ttINRlUk'- 3_ EO, U .,STY It 5T _1.A iI„1S L CER .QTY 3TFt:Eib, Ei DxS� 't, dt `� "H C" -VTR FWAI THE TCP OF THE NSTALLD PAIrEMELLT TO THE T!' rF THE NS TALLM PPE CO'T j T +R ;ICT BANK `HALL RE ILL Pk.LqEt+T T"; I4i = (Al U3`ilkw,:.!I; AHL} LSAT,.€i;,1L C -U& Ti-: FtU3 1'-i % BLIT UNGER NO GRWVSTMCES SHAD_ THE CC'r-R ALCM. ANY FART Cr THE PIPE CUIDDIT OR DJCT BAt V FRCM THE FINAL PATEWENT P EVAMN TO P, -E TCF OF THE' PiFE BE f53 THAN _5 FEET, IF L STANDARD 1 =RAC irE GF TFC U ttTTt THAT NAS,tRirICCivPv DSE T=f ILISTA`J_47C#t ETAS A }d7R.UTTIN014 CC FR �Eav` EMEt1T H' W_E STa'TSPRIJ P-(},Aif_k(Rd _51AU Gi Mfc T, L EAI517NC SIIINRADC 11.15 MM 1-11117- DhC1,?TIl EAT' q_BC rA1 TO BDFTDU cf- E:11511+;G "Up MI ME I '411;- f0, TO 11iL 1IM4 UI 1FTA*0 S,'N' .rX, Vli I -IK TAFA-Attn ;Ent- ._..,,. 51-fiJ'U }r' '.1, AND 1_,,k l'AL 111-INCI I DUAL 11 1=�;f; .IT,I 3 �� IE�l:IH,J AMN` li il-llt'�} t,f � T` ��, A,=� �� PIPESIZE (DIA. "G") MANHOLE (DIA. "F" PIPES FNTFRING/ LEAVING AT 0-45 DEGREES MANHOLE (DIA. "F" PII'E,S ENTERING/ LEAVING AT 45-90 DEGREES UP TO 60 DEGREES 121--21 ----48" 48" N/A 24" 48' GO" 60" 72" N/A {- N/A N/A 27"-30" __.______.-___. 60" 33 -36" 60" 47 48' 12" 84" 84" N/A 96` N/A 54" iJ/A-NSA 3"fdltl, 96„ 60" N/A N/A 96" - 66 N/A N/A 96" FINISH GRADE OR PAVEMENT CASTING FRAME. & COVER AS SPECIFIED ASPHALTIC MASTIC OR BUTYL. RUBBER SEAL BETWEEN JOINTS. PRECAST CONC. ADJUSTER S RINGS, IF NEEDED (12— 94" DIA, STANDARD PRECAST MAX,) MANHOLE CAP OR ECCENTRIC CONE. (UP TO 24" PIPE.) DIA. _ FULL HEIGHT MANHOLE STEPS I6" (TYP.) AS REQUIRED. jr-CONCRFTE REDUCER CAP NOTE: - MANHOLE CONFORMS TO ASTM C-478 PREFORMED HOLE TO MAX DIAMETER "F"- NO BRICK OR BLOCK WILL OF PIPE Q.D. -F 6" WITH -- 6" BE ALLOWED IN MANHOLE NON -SHRINK CEMENT - O-RING GASKET GROUT ASPHALTIC MASTIC OR BUTYL RUBBER SEAL 2 TRENCH DETAIL FOR CITY STORY SE AIERS ND 9 -ALL ,� a L u' IdLti1MU1E OF TOP5G11. ORJ $TCiIC -"I PAYMENT SEC110N PARES LWIT GF SUBMADE MIfIAiUL' OC,wiTt SHA:1 7TtiAt BE FER NOTE 3 UnKFILi He } 36'15tIN. Oc = U)TV0E DIAMETER 0 M ' DLbNFT£ H = DEPTH Cf 8WO NG ry _ VATFRAL BFLOW PIPE - vPRIN'UfiE HlJ SC`HIlI (LAI }f) 11MENIl1 BL'LOW PjiPE 13„��ING� H Q--- .-<,--d MIN � , r NOTES: MIAt LER 4. _ .. oG' & LARGER 4” I. tHDING ,AND 114IP.01NIG FLEW AIL RCP ITISTA A'IQN5 =111.11 RE @@8 !iMiE MLEFINO 1115 MAITRIA;L P -LOUR LMENTS t1f THE J001;kf1IG 1,Ai1 Ht tAciD IN FIff ItCtt 11011CM �IJQI WAT Af1LIT TtiF. FI'F IS tN"aTdtlE1) TO GRA9E AND LI NC TiILTI[' �rtiAlN., A 4 l3d,V%_U CfTt x ATF?�h 1 DELGY! ME PIPE LIARi;EE AND A M145iU11 Cr 3" DELAW T1iE BELL ;Tft PPE NITS r( AIIO LAR15'_9• TNL VRIIIIUM DEPTH Cr MATIISIAL IxLOW 11Y PIPE BAKL :WALL BE 6'. BEDL>. SHAD F A'-Lrl iO LA: 11N1Liku AS PG Ilji < IIUI :itS1L 11L I00SOY PLACED UNCO AGTFD MAItRK VNCM THE MOOLE i 1ISD a THE Itfi l �m 10 IiACt:ltttT yr tTIC F°IpC, If Ttt!'. GRIikR111t;C SfJ a Cx lE{F TRfN71 ROTTGlI AK SG1T CR *1 D't , THE 4ifA cx4411 OF 'lt fR J Y TO S�JCH A NPIH THAT wmi REPA1Pi8D WITH J2 SVC iT WU PRt4KtOE A .UF M Aklf STA11L_E iO ,UAR N AICIIG THE ENURE LENGTH 4F THE PIPT. HAUNCS#;ti{'i AND INiTAIL RApf K $HAM. DE -t�F'n:iE It C PAX-ALIU Ur Ta TO Ftt�T LESS 1HAli WX STANDARD PROGTM CEa1SITY FOR THE ENT15£ QfFTH OF T!£ MAIIPIAL PLACE THE RAY I. SHALL HE BROUGHT UP EVENLY IDV BOTH SIDES OF THE PIPE FOR THE FULL ILDIGM OF TC PiFE, L Ui+C 11'16 `:HAIL ERFEHD TO THE SPFINGUNE OF TIE PIF'E, M!* 011 TREN04 -61DTH W41 BE THE OUTSIDE 'L W TER Cf T PI v ti S 8, z. NHk UACRiiL1 i di ALL 101 r6lAILLATIUAS AjiLRF '1' IS 5' UII TIS; SOiALL IK B--HIAROW im syRuc111R£ from 1. U i 'iN `HL 10 HOAL 1tt ,U1REYEf4r$ CC THE II400Y MAO $HALL FCOUPACTED IN 6' MAMUM LIFT$ TO N07 LESS THAt1 wl STALaUARD ~`H 100 OVISITY FOR THS ENTIRE f1F1+UI OF THE MATETiIAL PLAn, THE 9ACRnIL TOR ME 1CP 6' CF DIE EXCAVA11M BELUN THE LIMIT OF SUBCRADE SHALL BE 193 STC W-ELTII#G THE MATERIAL RMUIEVENTS O= THE INOUT AND SHALL [EE CO>NPACTED 70 NOT LESS THAN 95% STAse?ARO Pf=T(Xt DRIaHY F 0L RAC'YFLL FOR ,VE RrP INSTAUATIONS MERE 'L" 15 4REATER THAN 5' IMALL BE 000.11 FILL tAT F_A1 FH EE (F dt"L' LARGER THAN 6 IN OAMATE@, FROZEN LlIPS 4�Jfl, WOW R OTHER EXTRttECrtJ5 L1,'tMPAL, (Y:MPA.,TEt N 12' UA)6MUU LIFTS TO NOT LESS THAR 90X STANDARD PROD70 DENSITY FDR THE LIME DEPTH CF T Es t . A'L1 3- 1 c+S 11S.111i 11,11r!l (IF wrm MX -45, WAIEFIMOIN:;, :ANITARY MAMA, WAJM 5MME LATERALS, Alia ;I,NH'ARY _. f j f — Ll. #t n` fT Ti 5 T XIL'.�,. .„t it CITY itc T5 R, A SS F � � O Tf•;r: UTILiTf li, L T T f ,. RL'TE 4 Tt J ISOICdT N Of C�f1it Fr.(I,I IHG 1,1 tai' THE NSTALLED PAWMENT TO THE TOP OF THE VSTALLED PPE UiAs1 4E iti” I Ali %0 it Ltf =IDI: AIICR.Y.tFi''i (ALL HIIUUINaus ALIS; JM3*cAII MATLFi1AL Maw biE LIMIT Ri StiI TIi.S+t) PLUS i'-,)'. A�: r HE �`IAl+bh12� r'RIrC11C= OF TW-_UilllTY THAT HA5 ,l.IR15OiCii�J t7bft-t TE�c INSit.!LATf1M h _ ., tl�k_ �I fiNla Hi CGVEh THE idU&MN' PEUT REQUIR501ENT MALL (Xi ERN. -i 'F Ty -II ING UUfAt. HAS P.E'LN Ukk_ STABLIZED, BACKFILL Witt R-HCPJZ. A" TO ROTIOV CF 0,SMn SUBG ALE AND FLL-, TO THE LIMIT OF LANG SURQRADE WTH LJOE STABAL2M SOIL 5. THEN_ STANDA DS 9011, APPi„Y FCR STORU WMRS .,,STALLD MINN EYIST"�; ANyf FT�,�POSJf) LSiY RjPf MU FOR SI"P,M SEAtRS THAT SHALL K i0ANTAJNE) 0Y THE (ITP REG.ARC+:ES� CF STI -PP `:Fi+'3', J11i,51)C Lin, 6 ATI. 51CHM FtPL VATI ISN 1J 5TMC GTS PRrPfX_,,Ell CIil V6 SAN t Fi£ P1111F, W7 R) VCNC RETL F'I'T" q�CfOL{SS (i jJ11 ICTION O118 5My m F'1PG}• C1 TY k0 CAf �YEL S iAN�W fi, S1 TRENCH DETAIL FOR CiTYW'jd,,? 10-28 FINISH GRADE OR PAVING SUBGRADE•-- OVERLAP FABRIC v, •~ FILTER FABRIC n 6" PERFORATED PIPE UNDERDRAIN- DUAL WALL RANCOR TLQ. - OR EOUIV. m9 WASHEQ.._% - - GRAVEL 12" TRENCH SECTION NQTE, INVERT TO BE 18" WHEN PIACFD IN SWALE, INVERT TO BE 36" WHEN PLACED FROM A PAVED INLFT. SUB -SURFACE UNDERDRAIN TILE IN PAVEMENT (NO SCALE) MIN, DIAMETER REINFORCED STEEL CONFORMING TO THE O DIAMETER "G„ F' BETWEEN MANHOLE JOINTS REQUIREMENTS OF ASTM A-615, GRADE 60, NON -COATED CAST IRON ALL BEDDING &INITIAL BACKFILL ` BENCHWALLS AT MINiMUM J" PERFOOT SHALL 13E SLOPE. BENCHWALLS TO BE INSTALLED IN 6" TO 12" BALANCED A et ? CONSTRUCTED TO SPRINGLINE OF PiPE. 3"fdltl, LIFTS A MIN. 9" .i 1 (NO SCALE] -�—_. .:• CLEARANCE SHALL BE PROVIDED ON — INVERT ELEVATION 6" for 48" Dia EACH SIDE OF MIN, 6" TOPSOIL ,._. � 3)AIN. 8' for > 48" Dia= THE INSTALLED PIPE TO ENSURE GRASS " --- GREATER THAN 5' (1) GROWTH iF NOT I-° LESS THAN 5' UNDER PAVEMENT BASE SHALL BE POURED IN BASE SET ON 6" PLACE OR PRECAST. BOTH OF #'8 OR #2 SHALL HAVE. #4 BARS -12" 51 -ONE O.C. BOTH WAYS. NOTE: 6 �vc�czsvr�axwtswca:v�svu-.vs MANHOLE STEPS SHALL BE POLYPROPYLENE, POLYPROPYLENE COATED STEEL �UNM REINFORCING OR AN APPROVED NON -CORROSIVE FIBERGLASS MATERIAL. THE COPOLYMER POLYPROPYLENE SHALL MEET THE REQUIREMENTS OF ASTM D-4101 REINFORCED WITH DEFORMED" 2 TRENCH DETAIL FOR CITY STORY SE AIERS ND 9 -ALL ,� a L u' IdLti1MU1E OF TOP5G11. ORJ $TCiIC -"I PAYMENT SEC110N PARES LWIT GF SUBMADE MIfIAiUL' OC,wiTt SHA:1 7TtiAt BE FER NOTE 3 UnKFILi He } 36'15tIN. Oc = U)TV0E DIAMETER 0 M ' DLbNFT£ H = DEPTH Cf 8WO NG ry _ VATFRAL BFLOW PIPE - vPRIN'UfiE HlJ SC`HIlI (LAI }f) 11MENIl1 BL'LOW PjiPE 13„��ING� H Q--- .-<,--d MIN � , r NOTES: MIAt LER 4. _ .. oG' & LARGER 4” I. tHDING ,AND 114IP.01NIG FLEW AIL RCP ITISTA A'IQN5 =111.11 RE @@8 !iMiE MLEFINO 1115 MAITRIA;L P -LOUR LMENTS t1f THE J001;kf1IG 1,Ai1 Ht tAciD IN FIff ItCtt 11011CM �IJQI WAT Af1LIT TtiF. FI'F IS tN"aTdtlE1) TO GRA9E AND LI NC TiILTI[' �rtiAlN., A 4 l3d,V%_U CfTt x ATF?�h 1 DELGY! ME PIPE LIARi;EE AND A M145iU11 Cr 3" DELAW T1iE BELL ;Tft PPE NITS r( AIIO LAR15'_9• TNL VRIIIIUM DEPTH Cr MATIISIAL IxLOW 11Y PIPE BAKL :WALL BE 6'. BEDL>. SHAD F A'-Lrl iO LA: 11N1Liku AS PG Ilji < IIUI :itS1L 11L I00SOY PLACED UNCO AGTFD MAItRK VNCM THE MOOLE i 1ISD a THE Itfi l �m 10 IiACt:ltttT yr tTIC F°IpC, If Ttt!'. GRIikR111t;C SfJ a Cx lE{F TRfN71 ROTTGlI AK SG1T CR *1 D't , THE 4ifA cx4411 OF 'lt fR J Y TO S�JCH A NPIH THAT wmi REPA1Pi8D WITH J2 SVC iT WU PRt4KtOE A .UF M Aklf STA11L_E iO ,UAR N AICIIG THE ENURE LENGTH 4F THE PIPT. HAUNCS#;ti{'i AND INiTAIL RApf K $HAM. DE -t�F'n:iE It C PAX-ALIU Ur Ta TO Ftt�T LESS 1HAli WX STANDARD PROGTM CEa1SITY FOR THE ENT15£ QfFTH OF T!£ MAIIPIAL PLACE THE RAY I. SHALL HE BROUGHT UP EVENLY IDV BOTH SIDES OF THE PIPE FOR THE FULL ILDIGM OF TC PiFE, L Ui+C 11'16 `:HAIL ERFEHD TO THE SPFINGUNE OF TIE PIF'E, M!* 011 TREN04 -61DTH W41 BE THE OUTSIDE 'L W TER Cf T PI v ti S 8, z. NHk UACRiiL1 i di ALL 101 r6lAILLATIUAS AjiLRF '1' IS 5' UII TIS; SOiALL IK B--HIAROW im syRuc111R£ from 1. U i 'iN `HL 10 HOAL 1tt ,U1REYEf4r$ CC THE II400Y MAO $HALL FCOUPACTED IN 6' MAMUM LIFT$ TO N07 LESS THAt1 wl STALaUARD ~`H 100 OVISITY FOR THS ENTIRE f1F1+UI OF THE MATETiIAL PLAn, THE 9ACRnIL TOR ME 1CP 6' CF DIE EXCAVA11M BELUN THE LIMIT OF SUBCRADE SHALL BE 193 STC W-ELTII#G THE MATERIAL RMUIEVENTS O= THE INOUT AND SHALL [EE CO>NPACTED 70 NOT LESS THAN 95% STAse?ARO Pf=T(Xt DRIaHY F 0L RAC'YFLL FOR ,VE RrP INSTAUATIONS MERE 'L" 15 4REATER THAN 5' IMALL BE 000.11 FILL tAT F_A1 FH EE (F dt"L' LARGER THAN 6 IN OAMATE@, FROZEN LlIPS 4�Jfl, WOW R OTHER EXTRttECrtJ5 L1,'tMPAL, (Y:MPA.,TEt N 12' UA)6MUU LIFTS TO NOT LESS THAR 90X STANDARD PROD70 DENSITY FDR THE LIME DEPTH CF T Es t . A'L1 3- 1 c+S 11S.111i 11,11r!l (IF wrm MX -45, WAIEFIMOIN:;, :ANITARY MAMA, WAJM 5MME LATERALS, Alia ;I,NH'ARY _. f j f — Ll. #t n` fT Ti 5 T XIL'.�,. .„t it CITY itc T5 R, A SS F � � O Tf•;r: UTILiTf li, L T T f ,. RL'TE 4 Tt J ISOICdT N Of C�f1it Fr.(I,I IHG 1,1 tai' THE NSTALLED PAWMENT TO THE TOP OF THE VSTALLED PPE UiAs1 4E iti” I Ali %0 it Ltf =IDI: AIICR.Y.tFi''i (ALL HIIUUINaus ALIS; JM3*cAII MATLFi1AL Maw biE LIMIT Ri StiI TIi.S+t) PLUS i'-,)'. A�: r HE �`IAl+bh12� r'RIrC11C= OF TW-_UilllTY THAT HA5 ,l.IR15OiCii�J t7bft-t TE�c INSit.!LATf1M h _ ., tl�k_ �I fiNla Hi CGVEh THE idU&MN' PEUT REQUIR501ENT MALL (Xi ERN. -i 'F Ty -II ING UUfAt. HAS P.E'LN Ukk_ STABLIZED, BACKFILL Witt R-HCPJZ. A" TO ROTIOV CF 0,SMn SUBG ALE AND FLL-, TO THE LIMIT OF LANG SURQRADE WTH LJOE STABAL2M SOIL 5. THEN_ STANDA DS 9011, APPi„Y FCR STORU WMRS .,,STALLD MINN EYIST"�; ANyf FT�,�POSJf) LSiY RjPf MU FOR SI"P,M SEAtRS THAT SHALL K i0ANTAJNE) 0Y THE (ITP REG.ARC+:ES� CF STI -PP `:Fi+'3', J11i,51)C Lin, 6 ATI. 51CHM FtPL VATI ISN 1J 5TMC GTS PRrPfX_,,Ell CIil V6 SAN t Fi£ P1111F, W7 R) VCNC RETL F'I'T" q�CfOL{SS (i jJ11 ICTION O118 5My m F'1PG}• C1 TY k0 CAf �YEL S iAN�W fi, S1 TRENCH DETAIL FOR CiTYW'jd,,? 10-28 FINISH GRADE OR PAVING SUBGRADE•-- OVERLAP FABRIC v, •~ FILTER FABRIC n 6" PERFORATED PIPE UNDERDRAIN- DUAL WALL RANCOR TLQ. - OR EOUIV. m9 WASHEQ.._% - - GRAVEL 12" TRENCH SECTION NQTE, INVERT TO BE 18" WHEN PIACFD IN SWALE, INVERT TO BE 36" WHEN PLACED FROM A PAVED INLFT. SUB -SURFACE UNDERDRAIN TILE IN PAVEMENT (NO SCALE) MIN, DIAMETER REINFORCED STEEL CONFORMING TO THE O NOTE: F' I ; REQUIREMENTS OF ASTM A-615, GRADE 60, NON -COATED CAST IRON ALL BEDDING &INITIAL BACKFILL ` STEPS ARE NOT ACCEPTABLE. SHALL 13E � � � p STORM STANDARD STORM MANHOLE INSTALLED IN 6" TO 12" BALANCED A et ? W LIFTS A MIN. 9" .i 1 (NO SCALE] 4 CLEARANCE SHALL BE PROVIDED ON V1 EACH SIDE OF MIN, 6" TOPSOIL � 00 \O THE INSTALLED PIPE TO ENSURE GRASS " GREATER THAN 5' (1) GROWTH iF NOT I-° LESS THAN 5' UNDER PAVEMENT e 0 V (2) NOTE: 6 �vc�czsvr�axwtswca:v�svu-.vs LATERAL CONNECTION TO CLEANOUT a� z 0 �UNM STRUCTURE TO BE WITHIN 3.0' Q7� x (THREE FEET) OF THE FOUNDATION WALL. f FINISH FLOOR EDGE OF PAVEMENT, GUTTER OR SIMILAR STRUCTUi� I i a NEENAH CASTING R-1976 OR EJIW 1578 FOR IN THE PUBLIC RIGHT-OF-WAY 1,25 BC a- 12 (MIN.) - Q 0 I GRADECLEANOUT IN PAVEMENT. M 00 M -_ _�,, "B" (2) SORROW OR EQUIV. GRAINULAR V 1 COMPACTED TO 95% CONCRETE SMATERIAL TANDARD WHEN NOT-.• 1 1 - (1) REGULAR BACKFILL- - -'- PROCTOR DENSITY REEAADY IN P1jtOPOSED RIGID • ! FACE CLEANOUT PLUG & ADAPTER c 4" P.V.C. PIPE}-° N U DUT5IDF_ DIAMETER S (3- - ` �' 1 D = INSIDE DIAMETER - ---- t/8 STREET SENO D = DEPTH OF BEDDING MATERIAL BELOW PIPE W 4" X 6" INCREASER ---Bc- (� 6 PIPE i C (SEWER LATERAL) U) #II GRUSHLD STONE OR -.,.,Ii APPROVED EQUIV. CLASS I Q`l - C MAX) ! BEDDING MATERIAL HAND TAMPED OR WALKED INTO I ` 4 I t ; TYPICAL CLEANOUT SECTION E f I I ' c�a o TYPE I (NO SCALE) (NO SCALE) j`YC.: J77 L;',4 c :. r- ,F f� :D cy- or Q w w d n. a W vj Z o C 0 N V5 rn 0 5 r -m AM w !x _ \\1VetItU11lI1!!Ii!/Ij'! 4 GIs N0. :10200392' = -a STATE OF SIONAI JAMES K. SHINNEHAN P.E. 102.00392 a. C CO �l Cr z ct' � o o 0 r 0 � 4 SHEET N0. PROJECT NO. W09.0542 O F' 00 W � N Q A et W nom. 4 V1 00 \O " 0 a� z 0 �UNM 00it0 x o I-or� a Q M 00 M V 1 .0 LZ C U S (3- L < C CL W U) co -.,.,Ii C I t ; N zo rn y n v n w._moi, � I I ' c�a o z y { ! P o al n Q G qq qQLl CIA N N _ w t2 j`YC.: J77 L;',4 c :. r- ,F f� :D cy- or Q w w d n. a W vj Z o C 0 N V5 rn 0 5 r -m AM w !x _ \\1VetItU11lI1!!Ii!/Ij'! 4 GIs N0. :10200392' = -a STATE OF SIONAI JAMES K. SHINNEHAN P.E. 102.00392 a. C CO �l Cr z ct' � o o 0 r 0 � 4 SHEET N0. PROJECT NO. W09.0542 1lllllllllllllllM- i 1llllllllllllllllM 0 Ml* 0 9 (1)U INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 24" DRAIN BASIN: 2824AG _X (NYLOPLAST -STR. #1) MINIMUM PIPE BURIAL 0 DEPTH PER PIPE MANUFACTURER RECOMMENDATION 6- HOPE (NON -PERFORATED, DOUBLE WALLED HANCOR, OR - El 6-IDPE(PERP ILE (PERFORATED, IV*) IVALLEDHAINCOI�,O, EQ1:E 24' HDPE (PERFORATED, DOUBLE WALLED HANCOR, OR EQUIV.) (4)VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 24" FOR CORRUGATED HOPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC 4)WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) -nn-lati 896,00 (TOP OF CASTING) Ie,- T VABOVE GRADE J� (6)ADAPTER ANGLES 895.00 (GRADE LEVEL) VARIABLE 0' - 360' 6' HDPE (NON -PERFORATED, ACCORDING TO DOUBLE WALLED HANCOR, OR PLANS EQUIV.) 6' HOPE (PERFORATED, DOUBLE WALLEO HANCOR, OR EQUIV.) VARIABLE SUMP DEPTH ACCORDING TO PLANS(6` MIN) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 - MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED (7- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRACE 70-60-05, UNIFORMLY IN MUCUMU/Al WITH tl /A0 I IV] 04341, (2)- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-06 (1) - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS, RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 (A)- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM To ASTM D3212 FOR CORRUGATED HOPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0- TO 360', TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO, 7001-110-013. GRATE OPTIONS LOADRATiNG PART# ORAWINGH THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 3130 VERONA AVE P E DE S TR 14 N IVIEFIT05 H-10 2490CGP 7901-110-216 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA30510 STANDARD MIEL-15 PI -20 2499CG3 11001-11111-2117 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4-3.06 PHN (770) 932-2443 Y001 lQ2U3, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 m. F4 1 last y dp Ey-.tvlF I'VA 2409r,(�D 7001-113-2 11) TECHNICAL INFORMATION SHOWN HEREIN APPD BY CJA PROJECT NOJNAME www.nytoplast-us.com 246101 7001 - 110 OT5 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4.3-06 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. I DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001.110-192 REV I ,I "A Pik' BURIAL. X(Tl x I 15: I fl -;;E 6'HDPE (NON KIRFOWM-ED, DOUBLE., i OV I CT A 0 E R11 -014A I ED, i iOU13-11-i HANCOR, OR EQUIV.) WALLED HANCOR. OR OOVARIOUS 1YPf,.,S(X IN11-i OU'l I, EQUIV.) AVAJI-ABLE: 4"8" FORCOR-UGAI_F_ 0 i_jLIp;­ (ADIS N-,2, ADS lc;INGLFV1.,l HANCOI-11 DUAL 11,.k il- SDR'35,01CI 140 O%IlAi, GORNI-Ill R1138)[A) F'V(-' '1AF IAL MEETIG N \I" TREOUIREIvIRN ti 'i"!I A-iUtAF3 "" DEFINED IN ASTM D232.1, 15Er U=�11`1!.'_ FOR - li-, 8011.00 (INVER i i� 'PAGE DRAINAGE INLETS SHALL R,`_- P� I ut", 5 1"'7DILIC CLE I[R_o N ff f H L 14 p I F E, 3 T 895.00 (GrXfADF__ LFVEL) i, 11! j; F J K I Y, f f _F P. Ili I J,0 i I -f (COR!,'UGAt L-1) Hl 891. 149 OINVIERT) L FCR C`l 1 tDl!F� THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT c BUFORD, GA 30518 OR POSSESSION OF TRIS IS PRINT DOES NOT CONFER, DATE 4.3-03 PHN (770) 932.2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 032-2490 TKIINICAL INFORMATION' SHOWN HFRFfN A -L �4­lcv �11 wymmyloplast-ull T REPRODUCTION OF HIS PRINT OR ANY INFORMATION TITLE RY CJA PROJFCT NONIAME TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4-3.05 ARTICtr HERrrROM, FOR THE- DISCLOSURE 1.0 OTI-IFRS 18 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRIT'IEN PFRIAISSION FROki NYLOPLAST. OWGGIZE A SCALE 1:30 MEET 1 OF I DWG NO. 7003.110-027 REV B 2 I A NYLOPLAST 12" MAIN BASIN: 2812AG X NYLOPLAST #4-10. INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 899.00 (TOP OF CASTING) MINIMUM PIPE BURIAL DEPTH PER PIPE ¢ 10" ABOVE GRADE MANUFACTURE RECOMMENDATION ()ADAPTER 898.16 (GRADE LEVEL) 5- HOPE (SEE PLAN FORANGLES NON -PERFORATED VS VARIABLE 0' "360* ___6- HDPE (SEE PLAN FOR PERFORATED, DOUBLE WALLED ACCORDING TO NON -PERFORATED VS HANCOR, OR EQUIV,)- PLANS PERFORATED, DOUBLE WALLED HANCOR, OR EQUIV.) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN) 40 WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 4" MIN : 4141 y ii V §o S_4 A *VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4l'- 12" FOR CORRUGATED HOPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), Cl)- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC WITH THE EXCEPTION OF THE BRONZE GRATE, C2) - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS It f RISERS ARE NEEDED FOR BASINS OVER A4' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 MATERIAL AS DEFINED IN ASTM 02321, BEDDING & BACKFILL FOR DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 SURFACE DRAINAGE INLETS SHALL BE PLACED& COMPACTED FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (56) ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0* TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-20.08 PHN (770) 932-2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR St FAX (770) 9324400 TECHNICAL INFORMATION SHOWN HEREIN APPDBY CJA PROJECT NOJNAME www.nyIopIost-us,coi; REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.29-06 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN BRAIN BASIN QUICK SPEC INSTALLATION DETAIL 13 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN Pppfv,iq.qinm r-pnm mvi nPi AqT DWG SIZE A ISCALE 1:20 SHEET I OF DWG No, 7001-110.189 REV 8 I 17- z 00 C w _c 0< CL 0 (n :3 c: Z U) M 0 _j C cu j ---- - ! "'- �. .�. 5'1.11.. 1'i=, „�t'l'' s. .- t'C,,. :i l� ( I•L.)-1_y. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESS MATERIAL _.__v. - 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, C) 0 HUI-ORD, GA 30518 E-4 0 DATE 4.3-06 "10 \0 c:) 0 PHN (770) 932-2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Ri�I 4 A FAX (770) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN lzr mmillyloplast-mcom APPID BY CJA PROJECT N0.1NAME REPRODUCTION OF THIS PRINT OR ANY INFORMATION q; TITLE tn CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4.3-06 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 1 B IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. DWG SIU A j SCALE 1:30 SHEET I OF DWG NO. 7003.110-027 REV 0 5 1"'7DILIC CLE I[R_o N ff f H L 14 p I F E, 3 T 895.00 (GrXfADF__ LFVEL) i, 11! j; F J K I Y, f f _F P. Ili I J,0 i I -f (COR!,'UGAt L-1) Hl 891. 149 OINVIERT) L FCR C`l 1 tDl!F� THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS, THE RECEIPT c BUFORD, GA 30518 OR POSSESSION OF TRIS IS PRINT DOES NOT CONFER, DATE 4.3-03 PHN (770) 932.2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 032-2490 TKIINICAL INFORMATION' SHOWN HFRFfN A -L �4­lcv �11 wymmyloplast-ull T REPRODUCTION OF HIS PRINT OR ANY INFORMATION TITLE RY CJA PROJFCT NONIAME TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4-3.05 ARTICtr HERrrROM, FOR THE- DISCLOSURE 1.0 OTI-IFRS 18 IN INLINE DRAIN QUICK SPEC INSTALLATION DETAIL IS FORBIDDEN, EXCEPT BY SPECIFIC WRIT'IEN PFRIAISSION FROki NYLOPLAST. OWGGIZE A SCALE 1:30 MEET 1 OF I DWG NO. 7003.110-027 REV B 2 I A NYLOPLAST 12" MAIN BASIN: 2812AG X NYLOPLAST #4-10. INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 899.00 (TOP OF CASTING) MINIMUM PIPE BURIAL DEPTH PER PIPE ¢ 10" ABOVE GRADE MANUFACTURE RECOMMENDATION ()ADAPTER 898.16 (GRADE LEVEL) 5- HOPE (SEE PLAN FORANGLES NON -PERFORATED VS VARIABLE 0' "360* ___6- HDPE (SEE PLAN FOR PERFORATED, DOUBLE WALLED ACCORDING TO NON -PERFORATED VS HANCOR, OR EQUIV,)- PLANS PERFORATED, DOUBLE WALLED HANCOR, OR EQUIV.) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN) 40 WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 4" MIN : 4141 y ii V §o S_4 A *VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4l'- 12" FOR CORRUGATED HOPE (ADS N-12, ADS SINGLE WALL, HANCOR DUAL WALL), Cl)- GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, SDR 35, SCH 40 DWV, CORRUGATED & RIBBED PVC WITH THE EXCEPTION OF THE BRONZE GRATE, C2) - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS It f RISERS ARE NEEDED FOR BASINS OVER A4' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065 MATERIAL AS DEFINED IN ASTM 02321, BEDDING & BACKFILL FOR DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM 03212 SURFACE DRAINAGE INLETS SHALL BE PLACED& COMPACTED FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (56) ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0* TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-20.08 PHN (770) 932-2443 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR St FAX (770) 9324400 TECHNICAL INFORMATION SHOWN HEREIN APPDBY CJA PROJECT NOJNAME www.nyIopIost-us,coi; REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.29-06 ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN BRAIN BASIN QUICK SPEC INSTALLATION DETAIL 13 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN Pppfv,iq.qinm r-pnm mvi nPi AqT DWG SIZE A ISCALE 1:20 SHEET I OF DWG No, 7001-110.189 REV 8 I 0 17- z 00 C w _c 0< CL 0 (n :3 c: Z U) M 0 _j C cu j to 00 �o zG C) 0 E-4 0 0 "10 \0 c:) L Ri�I 4 cq rn cts 0 0 17- z 00 C w _c 0< CL 0 (n :3 c: Z U) M 0 _j C cu j to 00 �o zG C) 0 E-4 0 0 "10 \0 c:) 0 4- " 0 cq rn cts 0 lzr 00 ci 00 q; z tn 00 C14 PROJECT NO. W09.0542 41114 C w _c 0< CL 0 (n :3 c: Z U) M 0 _j C cu j zG C) 0 E-4 0 z 00 C14 04 V-2 n O x ce w IY- w CL CL Z Ln u'll 0 V) o U-1 11-1 m % ... T NO. 10200392 STATE OF R) qEMAN P.E. 1020039?, cl cl co rq ck: A 7y o z 04 SHEET NO. 0 PROJECT NO. W09.0542 10 9 8 7 6 5 4 3 2 1 WIRE MESH 't ET 000000 ol.. 00 CONCRETE BLOCKS (ONE CONCRETE BLOCK, C:� 0000Q0000 L _, . D'o 17�1 IT77. , �9. z 0Q19 rl 7.777, - 6 -o� IN BOTTOM ROW OF 0000 0. BLOCKS ON EACH SIDE '0000 OF STRUCTURE LAID QIQ 0 0 0000 HORIZONTALY TO ALLOW "0,0 00. 01000 001o`, FOR DEWATERING > Cd 0o 0c, 0 Cd FINISHED GRADE U (U 0 0 'C2:1 SLOPE OR HARDWARE CLOTH FLATTER It* 94 r..,00 1,0 00 0 ,I)ooll ff-=777 7-7-, f400a FF FILTERED 0 RUNC, WATER �10 "a U000 CONCRETE BLOCK LAID 000"o 00 Q HORIZONTAL FOR 0 -V �01 o-,),02 2 g g . 0 4 kn It 0 DEWATERING INLET 'n 0 C; 00 �t 00 AGGREGATE INDOT #5j Cd --- z GRATED INLET AGGREGATE r-- C) U -- PLAN SECTION c) 00 M INSTALLATION 1. EXCAVATE THE FOUNDATION FOR THE CONCRETE BLOCKS ON LEVEL GRADE AND AT LEAST TWO INCHES BELOW THE TOP OF THE STORM DRAIN INLET. 2. PLACE THE BOTTOM ROW OF CONCRETE BLOCKS AROUND THE PERIMETER OF THE STORM DRAIN. LAY BLOCKS WITH OPENINGS FACING UP, ABUTTING THE BLOCKS FIRMLY C: TOGETHER AND OVERLAPPING THE CORNERS, 3. IF NECESSARY, SUPPORT THE BLOCKS BY DRIVING SHARPENED 2 X 4 INCH WOOD STUDS OR REBAR (NOT MORTAR) THROUGH THE BLOCK OPENINGS AND INTO THE UNDERLYING SOIL- 7NI-11 4. ON EACH SIDE OF THE BOTTOM ROW, TURN ONE CONCRETE BLOCK WITH ITS OPEI,IINGS A= FACING HORIZONTALLY TO ALLOW FOR DEWATERING. 0) 5. PLACE HARDWARE CLOTH OVER THE OPENINGS TO HOLD THE AGGREGATE IN PLACE. C: 6. PLACE THE FILTER MEDIUM (INDOT CA NO. 5 AGGREGATE) AROUND THE OUTSIDE OF W THE CONCRETE BLOCKS TO CONTROL DRAINAGE RATE; LIMIT FILTER MEDIUM SIDE SLOPES TO 2:1 RATIO OR FLATTER, NOTE: IN SITUATIONS WHERE STORM WATER MAY BYPASS THE STRUCTURE, EITHER: < SET THE TOP OF THF CONCRETE BLOCKS AT LEAST SIX INCHES LOWER THAN THE GROUND C)) ELEVATION ON THE DOWN-SLOPE SIDE OF THE STORM DRAIN INLET, BUILD A TEMPORARY DIKE, COMPACTED To clx INCHES HIGHER THAN THE CONCRETE BLOCKS, ON THE DOWN-SLOPE SIDE OF THE STORM DRAIN INLET, AND/OR USE IN CONJUNCTION WITH EXCAVATED DROP INLET PROTECTION (SEE EXCAVATED DROP -0 INLET PROTECTION ON PAGE 145). C: MAINT1111MIM �4 U) IENANCE 0 INSPECT DAILY. REMOVE SEDIMENT AND DEBRIS AND MAKE NEEDED REPAIRS IMMEDIATELY. WHEN *THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION MATERIAL AND SEDIMENT, THEN STABILIZE. REFERENCED IN CHAPTER 7 PAGE 163 10 166 IN THE INDIANA STORM WATER QUALITY MANUAL. BLOCK AND AGGREGATE INLET SEDIMENT DEVICE (NO SCALI 0 tr) 0 M o L'i L11 < G1r4 ZI zz 0 t I V) U3 C4 a: 0 U (-> U o C. CD C'4 ��Ift IV GAP - CROSS SECTION OPENOPEN LOW -MAINTENANCE ARRAS(REMAINING IDLE MORE THAN SIX MONTHS) SEED MIXTURES RATE PER ACRE PURL, LIVE SEED OPYINRINI SOIL, PH11-7 111-7-1111 REVENTMENT RIP -RAP 1 PERENNIAL RYEGRASS 70 LBS, -:-_I II j - WHITE CIOVFR 2 LBS, 5.6 TO TOMAX INS DE FAGS 1 F711 F -j I I 2. PERFNNIAL RYEGRASS 70 LBS. 5-6 TO 7.0 III III - TALL FESCUE 50 LBS. ....... i* A—— 1��l I F t 4 --1 Hill III-- jCi` -tv- D 3. TAIL. FESCUE 70 Lo - WHITE CLOVER 2 LBS 4 a- CL En V) LAWNS AND HIGII-MAINTENANCE ARLAS to it 01 SEED MIXTURES LUTE PER ACILE PURE LIVE SPED OPTIMUM SOIL Pit OL x M ............... ....... ... I- BLUEGRASS 140 ILBS, 5,5 TO 7,0 SPECIFICATIONS: PERSPECTIVE VIEW 2. PERENNKI. RYEGRASS 60 LOS. CEO TEXTILE FABRIC UNDER5.6 TO 7.0 NOTE: S H IN (TURF TYPE) 90 LOS. j STONE . ... ......... 3, TALL, FESCUE (TURF TYPE) 170 LBS. SITE PREPARATION OUTLET SHOWN ENLARGED IS, HEIGHT OF DAM (D x 2) - BLUEGRASS 30 LOS, 5.6 TO 7.5 GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE. FOR CLARITY. NO. PREPARE A SMOOTH, FIRM SOIL SURFACE AND APPLY SOIL AMENDMENTS. IRRIGATION IRRIGATE AS NEEDED TO ENSURE ROOTING OF SOD. INDOT #8 AGGREGATE 12" ROCK HORSE SHOE DAM = A0200392! LAYER ON UPSTREAM FACE (2:1 MAX.) SLOPE OUTSIDE NOTES: MATERIALS FACE 1. AN OR WHEAT COMPANION OR NURSE CROP MAY BE USED WITH ANY OF THE ABOVE SOIL AMENDMENTS -- SELECI MATERIALS AND RATES AS DFTFRMINED BY A SOIL TEST PERMANENT SEEDING MIXTURES, AT THE FOLLOWING RAVES: ....... ..... (CONTACT YOUR COUNTY SOIL AND WATER CONSERVATION DISIRICI OR COOPERATIVE EXTENSION (A) SPRING OATS -- ONE-FOURTH TO THREE- FOURTHS BUSHEL PER ACRE OFFICE FOR ASSISTANCE AND SOIL INFORMATION, INCLUDING AVAILABLE SOIL TESTING SERVICES.) OR (0) WHEAT - NO MORE THAN ONE-HALF BUSHEL PER ACRE 400 TO 600 POUNDS OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. /111fill 10 2- A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BANKS, -- SOD - SELECT A HIGH QUALITY, HEALTHY, VIGOROUS VARIETY WELL ADAPTED 10 THE REGION 00 CUTS, AND IN CHANNELS AND AREAS OF CONCENTRATED AND COMPATIBLE WITH THE INTENDED USE. TABLP 1. TV-MPORARY SEEDING SPIECIFICATIONS NOTES: 1< .-4/t 1. REFERENCED IN CHAPTER 7 PACE 150 114 THE INDIANA STORM WATER QUAILIFY MANUAL, JAMES K. S1194KMAN P.E. 10200392 INSTALLATION INSTALLATION I, GRADE THE SITE To ACHIEVE POSITIVE DRAINAGE. SEED SPECIES, RATF PER ACRE PLANTINO DEVIII OPTIMUM DATES 2. ADD TOPSOIL OR COMPOST MULCH TO ACHIEVE NEEDED DEPTH FOR ESTABLISHMENT OF SOD SHOULD NOT BE INSTALLED DURING HOT WEATHER, ON DRY SOIL. FROZEN SOIL, VEGETATION. (COMPOST MATERIAL MAY BE ADDED TO IMPROVE SOIL MOISTURE HOLDING COMPACTED CLAY, LOOSE SAND OR GRAVELLY SUBSTRATE SOILS, AGGREGATE, OR PESTICIDE TREATED SOIL. THE IDEAL TIME TO LAY SOD IS MAY 1 TO JUNE 1 OR SEPIEMBER 1 To WHEAT OR RYE 150 LBS, I TO i}¢ INCHES SEPT. 35 - OCT. 30 CAPACITY, SOIL FRIABILITY. AND NUTRIENT AVAILABILITY.) SEPTEMBER 30, ALTHOUGH IT CAN BE INSTALLED AS EARLY AS MARCH 15 IF AVAILABLE OR JUNE 1 TO SEPTEMBER I IF IRRIGATED. SPRING OATS IDO LBS, 1 INCH MARCH I - APRIL 15 ROCK HORSE SHOE CHECK DAM SEEDBED PREPARATION SCHEMATIC (NO SCALE) 1. TEST SOIL "TO DETERMINE PH AND NUTRIENT LEVELS, SITE PREPARATION ANNUAL RYEGRASS 40 LOS. µ INCH MARCH I - MAY 2, APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST AND WORK INTO THE 1. APPLY TOPSOIL IF EXISTING SOIL CONDITIONS ARE UNSUITABLE FOR ESTABLISHING VEGETATION. AUG. I - SEPT. I UPPER TWO TO FOUR INCHES OF SOIL. IF TESTING IS NOT DONE, APPLY 400 TO 600 2. GRADE THE SITE TO ACHIEVE POSITIVE DRAINAGE AND CREATE A SMOOTH, FIRM SOIL SURFACE. GERMAN MILLET 40 LBS. I TO 2 INCHES MAY I - JUNE I POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. 3. WHERE APPLICABLE, USE A CHISEL PLOW, DISK, HARROW, OR RAKE TO BREAK UP COMPACTED 3. TILL 'THE SOIL TO OBTAIN A UNIFORM SEEDBED. USE A DISK OR RAKE, OPERATED ACROSS SOILS AND CREATE A FAVORABLE ROOTING DEPTH OF Six TO EIGHT INCHES. THE SLOPE, TO WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SUDANGRASS 35 LOS, I TO 2 INCHES MAY 1 - JULY 30 THE SOIL. SOD BED PREPARATION 1. TEST SOIL TO DETERMINE PEI AND NUTRIENT LEVELS. BUCKWHEAT 60 LOS. I TO 2 INCHES APRIL 15 - JUNE I SEEDING 2, IF SOIL PH IS TOO ACIDIC FOR THE GRASS SOD TO BE INSTALLED, APPLY LIME ACCORDING TO OPTIMUM SEEDING DATES ARE MARCIA I TO MAY 10 AND AUGUST 10 TO SEPTEMBER 30. SOIL TEST RESULTS OR AT THE RATE RECOMMENDED BY THE SOD SUPPLIER. CORN (BROADCAST) 300 UBS, I TO 2 INCLIES MAY 11 - AUG. 10 STORM DANDY SACK TM PERMANENT SEEDING DONE BETWEEN MAY 10 AND AUGUST 10 MAY NEED TO BE IRRIGATED- 3. APPLY FERTILIZER AS RECOMMENDED BY THE SOIL TEST, IF TESTING WAS NO] DONE, APPLY 400 - SEWER-' SEEDING OUTSIDE OR BEYOND OPTIMUM SEEDING DANES IS STILL POSSIBLE WITH THE TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. SORGHUM 35 LBS. 1 TO 2 INCHES MAY 1 - JULY 15 GRATE UNDERSTANDING THAT RESEEDING OR OVERSEEDING MAY BE REQUIRED IF ADEQUATE SURFACE 4. WORK THE SOIL AMENDMENTS INTO THE UPPER TWO TO FOUR INCHES OF SOIL WITH A DISK OR COVER IS NOT ACHIEVED. RESEEDING OR OVERSEEDING CAN BE EASILY ACCOMPLISHED IF RAKE OPERATED ACROSS THE SLOPE. QQ THE SOIL SURFACE REMAINS WELL PROTECTED WITH MULCH. 5. RAKE OR HARROW THE AREA TO ACHIEVE A SMOOTH FINAL GRADE AND THEN ROLL OR CULTIPACK I PERENNIAL SPECIES MAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA '10 BE 1. SELECT A SEEDING MIXTURE AND RATE FROM TABLE 1. SELECT SEED MIXTURE BASED ON 'THE SOIL SURFACE TO CREATE A FIRM SURFACE ON WHICH TO LAY THE SOD. SEEDED WILL REMAIN IDLE FOR MORE THAN ONE YEAR: LIFT SITE CONDITIONS, SOIL PH, INTENDED LAND USE, AND EXPECTED LEVEL OF MAINTENANCE. 2 SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF SEEDING ,-- ,STRAPS 2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING, FAILURE, DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF THE PROJECT PLANT OR COVER THE SEED TO A DEPTH OF ONE-FOURTH TO ONE-HALF INCH. IF DRILLING LAYING THE SOD SITE WITHIN THE STATE. REINFORCED OR BROADCASTING '['HE SEED, ENSURE GOOD SEED -TO -SOIL CONTACT BY FIRMING THE 1. INSTALL SOD WITHIN THIRTY-SIX HOURS OF ITS CUTTING. CORNERS OPTIONAL SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. (IF 2, STORE THE SOD IN A SHADED LOCATION DURING INSTALLATION. NOTES: -OVERFLOW SEEDING IS DONE WITH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE 3. IMMEDIATELY BEFORE LAYING THE SOD, RAKE THE SOIL SURFACE TO BREAK ANY CRUST. IF THE MULCH ALONE IS AN ACCEPTABLE 'TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY PORTS SEED IN A SLURRY MIXTURE.) WEATHER IS HOT, LIGHTLY IRRIGATE THE SOIL SURFACE PRIOR TO LAYING THE SOD.) SEEDING, PROVIDED THAT IT IS APPROPRIATELY ANCHORED, NOTE! THE DANDY SACKw MLL BE MANUrACTURED IN THE U.S.A. FROM A �3, MULCH ALL SEEDED AREAS AND USE APPROPRIATE METHODS TO ANCHOR THE MULCH IN 4. LAY SOD STRIPS IN A BRICK -LIKE PATTERN- WOVEN OR EXCEEDS THE FOLLOWING SPECIFICATIONS; A HIGH POTENTIAL FOR FERTILIZER, SEED, AND MULCH To WASH EXISTS ON STEEP BANKS, CUTS, MONOFILAMENT LA H U ING AND IN CHANNELS AND AREAS OF CONCENTRATED FLOW, REGULAR FLOW DANDY S K) STRETCH OR OVER GIENj�FABRIC THAT MEETS PLACE. CONSIDER U5114G EROSION CONTROL BLANKETS ON SLOPING ARE A �, (BLACK) AS AND CONVEYANCE 5, BUTT ALL JOINTS TIGHTLY AGAINST EACH OTHER (DO NOT STRE P THEM), S A <-0 KNIFE OR MASON'S TROWEL TO TRIM AND FIT SOD INTO IRRFGULAR1.Y SHAPED AREAS. CHANNELS 6. ROLL THE SOD LIGHTLY AFTER INSTALLATION TO ENSURE FIRM CONTACT BETWEEN THE SOD AND SEEDBED PRLIPARATION MANAGEABLE Mechanical Test Units MARY MAINTENANCE SOIL- 2 FOOT Pro 1. TEST SOIL TO DETERMINE PH AND NUTRIENT LEVELS. perties Method 7, IRRIGATE NEWLY SODDED AREAS UNTIL THE UNDERLYING SOIL IS WET TO A DEPTH OF FOUR CONTAINMENT PECT WITHIN 14 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN INCHES, AND THEN KEEP MOIST UNTIL THE GRASS TAKES ROOT. I APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. IF TESTING IS NOT DONE, APPLY AREA Grab -Tensile Strength ASTM D 4632 -ICN (lbs) 1-78 (400) x 1.40 (315) CALENDAR DAYS UNTIL THE VEGETATION IS SUCCESSFULLY ESTABLISHED. 400 TO 600 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR EQUIVALENT. Grab Tensile Elongation ASTM D 4632 CHARACTERISTICS OF A SUCCESSFUL STAND INCLUDE VIGOROUS DARK GREEN OR % 15 x 15 A - - BLUISHGREFN SELDI INGS WITH A UNIFORM VEGETATIVE COVER DENSITY OF 90 PERCENT OR 3. WORK IHE SOIL AMENDMENTS INTO THE UPPER 'TWO 1-0 FOUR INCHES OF THE SOIL WITH DUMPING Puncture Strength ASTM D 4833 kN (lbs) 0,67 (150) -f4 �Ilen -�u`r­stS-trength ASTM D 3786 kPa (psi) 5506 (800) MORE. SLOPE APPLICATION A DISK OR RAKE OPERATED ACROSS THE SLOPE. 1. INSTALL THE SOD STRIPS WITH THE LONGFS1 DIMENSION PERPLNDICUIAR 10 THE SLOPE. STRAPS --;�S-TMD 45.33 kN (lbs) 0.67 (150) x CHECK FOR EROSION OR MOVEMENT OF MULCH, �t!4 1--4 - REPAIR DAMAGED, BARE, GULLIED, OR SPARSELY VEGETATED AREAS AND THEN FERTILIZE, 2. WHERE SLOPES EXCEED A RATIO OF 3�1, STAPLE OR. STAKE EACH STRIP AT THE CORNERS AND IN SEEDING Trapezoid Teor Strength 0-73 (165) - THE MIDDLE. I RESEED, AND APPLY AND ANCHOR MULCH. 1. SELECT A SEED SPECIES OR AN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1. UV Resistence ASTM D 4355 % 90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve STORM - IF PLANT COVER IS SPARSE OR PATCHY, EVALUATE THE PLANT MATERAI.S CHOSEN, SOIL 2� APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKEIR SEEDER OR BY BROADCASTING, PLANT OR INLET 0.425 (40) FERTILITY, MOISTURE CONDITION, AND MULCH APPLICATION; REPAIR AFFECTED AREAS CHANNEL APPLICATION :fi COVER SEED TO THE DEPTH SHOWN IN TABLE 1. A Flow Rote ASTM D 4491 1/min/m3 (gal/rnin/ftl 2852 (70) EITHER BY OVERSEEDING OR PREPARING A NEW SEEDBED AND RESEEDING, APPLY Permittivity ASTM D 44! I 0.90 (SODDING PROVIDES QUICKER PROTECTION THAN SEEDING AND MAY REDUCE THE RISK OF Sec'' AND ANCHOR MULCH ON THE NEWLY SEEDED AREAS EARLY WASHOUT.) - 1. EXCAVATE THE CHANNEL, ALLOWING FOR THE FULL THICKNESS OF THE SOD, NOTES: IF VEGETATION FAILS TO GROW, CONSIDER SOIL TESTING TO DEAERMINE SOIL PH OR NUTRIENT DEFICIENCY PROBLEMS, (CONTACT YOUR SOIL AND WATER CONSERVATION 1. IF DRILLING OR HROADCff;fING THE SEED. ENSURE GOOD SEED -TO --SOIL CONTACT BY FIRMING THE 'Note; Alt Dandy Socks- can be ordered with our optional 0 absorbent 2. LAY THE SOD STRIPS WITH THE LONGEST DIMENSION PERPENDICULAR TO CHANNEL. FLOW. pillows DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE.) 3. STAPLE OR STAKE EACH STRIP OF SOD AT THE CORNERS AND IN THE MIDDLE. SEEDBED WITH A ROLLER OR CULTIPACKER AFTER COMPLETING SEEDING OPERATIONS. 2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE, HI -FLOW DANDY SACI<- (SAFETY ORANGE) IF ADDITIONAL FERTILIZATION IS NEEDED TO GET A SATISFACTORY STAND, DO SO ACCORDIN( 4. STAPLE JUTE OR BIODEGRADABLE POLYPROPYLENE NFIFFING OVERIHF, SODDED AREA 1-0 MINIMIZE 3 - TO SOIL TEST RECOMMENDATIONS. THE POTFNIIAL FOR WASHOUT DURING ESTABLISHMENT 3. IF SEEDING IS DONE WHFH A HYDROSEEDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE 'SEED IN A SLURRY MIXTURE. Mechanical Test Units MARV 0 ADD FERTILIZER THE FOLLOWING GROWING SEASON. FERTILIZE ACCORDING TO SOIL TEST - 3. APPLY MULCH AND ANCHOR IT IN PLACE, Properties Method RECOMMENDATION'�-. MAINTENANCE FERTILIZE TURF AREAS ANNUALLY. APPLY FERTILIZER IN A SPLIT APPLICATION. FOR Grab Tensile Strength ASTM D 4632 kN Ibs) 1.62 (365) X 0.89 (200) r2l COOL -SEASON GRASSES, APPLY ONE-HALF OF THE FERTILIZER IN LATE SPRING AND ONE INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT ONCE EVERY SEVEN MAINTENANCE Grab Tensile Elongation ASTM D 4632 % 24 X 10 HALF IN EARLY FALL. FOR WARM -SEASON GRASSES, APPLY ONE-THIRD IN EARLY SPRINC, CALENDER DAYS UNTIL SOD IS WELL ROOTED. Ir" INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR -ASTM,-- D 4833 kN (Ibs) 0.40 (90) -THIRD IN MIDDLE SUMMER. KEEP SOD MOIST UNTIL FULLY ROOTED. NO SCALE) ONE-THIRD IN LAVE SPRING, AND THE REMAINING ONE AFTER SOD IS WELL -ROOTED (TWO TO -THREE WFEKS), MAINTAIN A PLANT HEIGHT OF TWO TO DAYS. Mullen Hurst Strenqt�----�`STM D 3786 kPa (psi) 3097 (450) Q0 CV) cf) - CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY, -Tea-r-- stre-n g-6-1- L THREE INCHES. ASTM D 4533 kN (lbs) 0.51 (115) X O�33 (75) TABLE 1. PERMANENT SEEDING RECOMMENDA:riONS TIME MOWING TO AVOID RUTS IN TURF- - MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RESEED, R THIS TABLE PROVIDES SEVERAL SEED MIXTURE OPTIONS. ADDITIONAL SEED MIXTURES ARE FERTILIZE, AND APPLY MULCH WHERE NECESSARY, (IV esistence -7STM D 4355 90 AVAILAOLE COMMERCIALLY. WHEN SELECTING, A MIXTURE, CONSIDER INTENDED LAND USE FERTILIZE TURF AREAS ANNUALLY. APPLY FERTI! 171R IN A Sr" 11 APPLICATION, FOR IF' NITROGEN DEFICIENCY IS APPARENT', "TOP -DRESS FALL SEEDED WHEAT OR RYE SEEDING WITH 50 --4p-po-re,n-(--C)-p-e-n'i-'n--g--Si-ze- -ASTM' D 4751 i�fm--(Us Std Sieve) SHE, i,,'r NO. t- I Z' COOLSEASON GRASSES, APPLY ONE- HALF OF WiE FERTi ER IN LATE SPRING AND - 6425 (40 AND SITE CONDITIONS, INCLUDING SOIL PROPERTIES (E.G., SOIL PH AND DRAINAGE), SLOPE ONE-HALF IN EARLY FALL. FOR WARM -SEASON GRASSES, APPL`1 0t,]E-THIRD IN EARLY SPRING, POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. Flow Rate ASTM _D4491 (gol/rnin/ftl 5907 (145) ASPECT, AND THE TOLERANCE OF EACH SPECIES TO SHADE AND DROUGHT. Permittivity ASPA D 44 Sect 2.1 ONE-THIRD IN LATE SPRING AND ONE-THIRD IN MID-50MVER, REFERLMCE IN CHAPTER 7 PAGES 31-33 IN THE INDIANA STORM WATLR OUALOY MANUAL zn U41 1 REFERENCE IN CHAPTER i PACES 35-40 IN THE INDIANA STORM WATER QUALITY MANUAL REFERENCE IN CHAPTER 7 PAGES 47-50 IN THE INDIANA STORM INATEk QUALITY MAIAUAL PERMANENT SEED SOD "PLICATION DETAIL TEMPORARY SEED DANDY SACK'u DETAIL OF INLET SEDIMENT CONTROL DEVICE PROM CT NO. 7- SPECIFICATIONS (NO SCALE) W09.0542 LL�y l �I 10 9 I 8 % t -- 6 _ 5 I 4 I 3 2 _ 1 Clay Township' Regional- Waste District www.ctrwd;arr3 e (317) 844-9200 O Fox (317) 84.4-9203 SUMMARY OF REQUIREMENTS FOR CORE DRILLING MANHOLES CTRWD personnel or a District representative must be on site prior to core drilling. If representative is not notified 48 hours prior to the coring operation and/or a representative is not on site prior to initial cut a fee of $100,00 may be imposed and collected upon inspection. 2. An up to date certificate of insurance is required to be on file prior to the work starting. 3. Before starting to dig check manhole for level. If questionable, plumb -bob the manhole and notify the General Contractor and CTRWD. 4. The manhole shall be properly supported during the core drilling process - 5. No coring, cutting, or drilling is permitted within six inches (6711) of a barrel joint. The holes edge shall be a minimum of six inches (617) from any joint inside or out of the barrel section. 6. Any holes cut in the field shall be smoothly and cleanly drilled with a core -drill or in a manner acceptable to CTRWD. The hole shall be wiped clean. Boot shall meet ASTM C923 specifications. Boot will need to be incompliance with CTRWD specifications. 7. Boot installation shall be per manufacturers' recommendation to ensure a water tight fit and pass all required testing. 8. For cored holes, penetrations and/or other openings through a manhole or other sanitary structure, a separation of greater than eighteen (18) inches between the outer edge of resilient connectors is desired. If a separation of less than eighteen (18) inches exists, then additional reinforcement will be required in the structure or the structure diameter shall be enlarged to provide the required separation, 9. Cored holes, penetrations and/or other opening through a manhole or other sanitary structure shall have a minimum separation of eight (8) inches from --- --- ---the- outer edge of- resilient connectors if additional reinforcement is -- implemented. CLAY TOWNSHIP REGIONAL WASTE_ DISTRICT SUMMARY OF LATERAL INSTALLATION REQUIREMENTS 1. All houses, buildings, etc., shall connect to the District's sanitary sewer system within 90 days of notice providing a sewer is within 300 feet for Hamilton County or 100 feet for Boone County of the property line as defined through Indiana Code (IC 13-26-5-2). Only one building may connect to the sewer main per lateral unless otherwise approved by the District. 2. No foundation, Sump, Downspouts or other storm water drains shall be interconnected to District's sanitary sewer as addressed through our NI Ordinance 12.08.06 and III Policy found on our website at www.ctrwd.org, 3. The existing sewer line from the building to the septic lank may only be used if it is located under a building addition, patio, porch or paved driveway. Air test is required to show if acceptable for re -use. The property owner shall bear the cast of all testing. The District inspector must be onsite for the duration of the air test. 4. The owner or contractor shall notify the District prior to covering the installed lateral so that the District can make an inspection to determine compliance with the District's sewer use ordinance, Lateral stubs shall remain capped until an inspector is on site. Final connection shall only be made under direct supervision of a CTRWD inspector. Such notification shall be made 24 hours prior to the need for the inspection. If the inspection fails and a second inspection is required, or contractor is not on site for scheduled inspection, or fails to cancel inspection, an additional fee of $100,00 will be due. This must be paid prior to the time of the follow up inspection. 5. Property owners are hereby advised that the County Board of Health regulates the operation and maintenance of private sewage disposal (septic) systems. The County Ordinance provides in part that, upon connection to a public sewer, a septic tank "...shalt be abandoned (pumped clean) and filled completely with earthen material or stone in a safe and sanitary manner' Please contact the appropriate County Board of Health for further information and to notify the department of the abandonment, 6- Acceptable Pipe Materials: PVC PIPE: SDR 35 or SDR 26, ASTM D3034, SIX INCH PIPE PVC PRESSURE RATED PIPE: SDR 21, ASTM D2241, SIX INCH PIPE_ RESTRAINED JOINT PVC PIPE (DIRECTIONAL_ DRILL): Yelomine SRD 21, ASTM D2241, SIX INCH PIPE (use only per approval of the District Engineer) GASKETED JOINTS: ASTM D3212 GASKETS: ASTM F477 FITTINGS: SDR 26 or better (NO femco's allowed) DUCTILE IRON MECHANICAL. COUPLING WITH PROPER FITTINGS PRIVATE GRINDER PUMPS ACCEPTABLE PIPE MATERIAL: IF CONNECTING INTO A LOW PRESSURE FORCE MAIN- - CTRWD must be contacted for explanation of allowable pumps and pump requirements -1.25" HDPE DRI 1 IPS (TYP.) connections are to be made with Compression Fittings (Polypropylene or Brass), Mechanical Fittings or Electrofusion ALL PUMP CONNECTIONS -Pumps located more than S perpendicular to or run longitudinally along the building for more than 3' shall have a cleanout installed and the pipe shall be transitioned to 6" SDR 35 pipe for connection into the pump station. CLEAN OUTS ARE TO BE LOCATED NO MORE THAN THREE FEET FROM THE FOUNDATION AND FOR GRAVITY LATERALS NO MORE THAN 100 FEET APART (please see Clean Out Details Type 2 and Type 3 for multiple cleanout installation requirements), CLEAN OUT CAP REQUIREMENTS: 6" PVC Threaded Caps 7, Bedding: Use Number 8 crushed stone or Number 8 fractured face aggregate Number 8 stone backfill material Is to be placed from 6 inches below to 12 Inches above the pipe The trench should be a minimum of 18 inches wide (six inches on both sides of the pipe) 8. Laterals shall be installed no closer than 20 feet from water wells unless PVC pressure grade pipe Is used meeting SDR 21 and ASTM D2241. Any proposed installation requiring pressure pipe shall be reviewed and accepted by the District and the District's engineerrip for to Installation. 9. Where a transition is made between SDR 35 pipe and pressure grade SDR 21 pipe, a ductile iron gasketed mechanical coupling shall be used. 14. Laterals shall terminate within 3 feet of the building unless the conditions in item H3 above are met. No glued pipe shall be installed outside three feet of building foundation walls. - _ 11: Additional-inforrnatioh on District standards and specifications niay be obtained from the District's office doling business flours of S:OOa.m. to 4:30 p.m. Monday through Friday: All Districtstandards can be located on our web site at http://wvrrr.ctrwd.org. Clay Township Regional Waste District 10701 North College Suite A. Indianapolis, Indiana 46280 Phone: 844-9200 Fax, 844-9203 12 Septic effluent shall no .A be purnped out into the sanitary sewer system. 13. The District shall District shall Inspect ALL lateralsALL laterals. Please call the District office at 844.9200 24 hours prior to time of inspection 14, Contractors shall lay, 14 gauge -solid wire the entire lenge of the lateral. Wire is to be placed on tap of the lateral. The District inspector will verify placement of the wire. After inspection, bedding is to be placed or) top. 15. All exteriors structures and piping are subject to be tested and/or televised upon the Districts discretion. Examples of structures that may be included are manholes, grit interceptors, pump pits, grease interceptors, etc. Testing requirements are to verify that all structures are watertight and that they conform to the Districts I/I Policy. 16. Call before you digl IUPPS- Indiana 811, 48 hours prior to digging. Lateral-rev.03-26-09Th t7 T!T tj 3 NOTE -Aa sus ACEI cmwt SPACE A MIECTIMS MUST & A MWIVUM . OR APPROVED EQUAL OF Y DTJDW RLE FOOTER AHD EAT IAON WOORxh im Tit BilmKG AT tie FROUT or PLAN MEW n SiRUCIVRE TO MOVSDE TIE Ay\np SHORTEST, MOST tiRECT RWTE 6' PNC CAP FROM TIE BUILDING TO THE 3' MAXN,JM HOLLS ON 20 ((737mm) MSING LArJUL SMT. (VIAL E47 X RY FWNDAROU (', lP sur1 Ij . ; . 6- PVC PPE f• J Mealuu APtfi0�10 DAT'c T1uLTrt wRE �l IM UM JOINTS AND UFT ItOLES 3' UIi11WM {G' x 6' X G') TEE ME r ROW PARIv T tro. 4' SEW ° •GTRLYD - G' MEN L4UM. SEE SNATARY- 1106 R!G!D D' MOUTEF7AE S1YrR RTF1tC11BRa DIDaHC C413nc N0. AND DhCW1U. DEIN! , CLEANOUT TYPE 74 1/4- a A (NLY LAHDSCAR11 SAIRFACES YATIVI EE9. PPCPVN:T DRA4171C s q TIKE FEET OF WLSKG) (D1Nam] tto. 19300219 STATE OF 43 CLAY TOWNSHHA REGIONAL WASTE DISTRICT Schneider TYPE I CLEANOUT DETAIL hit u/Do/06 nir n\m16aMool - 1 1/2(30mm) LETTERS _ �-800-020-4Ba3 - -� wxr.oj%_cam (RECESSED FLUSH) -'t u+u:a !`; PRODUCT NlIM3ikT2 �,®' 00102154 D Ll,r a Cl D _ i ter LATA' -W NUM30 (3 n n n ? -( a:CAlP305 r 1020AGS O ` (2) CLOSED \ PICK HMEs MANHOLE COVEF LOAD RAIINc eorrom VIEvi HEAVY DUTY COATWO UNDIPPED ESGLUTED k1EIIINM 1 22 3/4" tlU2 t/4' 716" COYI37; I741LOS (b1kO. [570mm] _ t 3/4" [SImmJ- i` [Ilmm] [44mm] t J/D' (2s1' mm] UAnRW CO" -- CRAY FMOM 1147/ 4" {Bmm)) DTA A57M AIR 111578 .4 2r`T.7E 77AS,1- COVER SECTION PICKHOLE DETAIL N/AMA,,{0, J C=9^�UACE � .1 F.D 240 +.000 r TE +.ODD T� W W' � SMH of +e o4 (4mm) OHOOVE DETAIL D 110 1/tl0 RE�EREIYE INFORL(A110N f70TOiT64 STwaAo a:r7HL r i - Ah '[ x( b 57+1.214ae] -I vet -1- I et -a G' MINIMUM MOM JONT NEW CONE d�Q A CL rto. STATE CF .w. NEW CORE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT mr.1117 F1nTAR TTL"TA11 A EAW 40RUAN -- . OR APPROVED EQUAL SLOPE AWAY IAON WOORxh im VMV A44T PLAN MEW JCRDAH, 1i. 4D727 Ay\np OU I-ELM-fl74-S10a FAX 211-536 -I4S6 /",i/---T`'•�� HOLLS ON 20 ((737mm) VFVM? DATE V GLA DOLT C62Ci6 - sur1 OI/i4/0t ROW OF KENT SEAT. APtfi0�10 DAT'c r i ( �l IM UM JOINTS AND UFT ItOLES MANHOLE FRAME �rf Y -TY PARIv T tro. f ° •GTRLYD 00102310 9/B' --I I NTN RPT, 14L70ISS Schneider C413nc N0. CONCRP,IT CRADLE IlL'CAIL , 142221 74 1/4- a A L"OlOte, EE9. PPCPVN:T DRA4171C EQUAL TO ASTM C-443 AND ON DOME I (D1Nam] Na, - E OOt02310 23' nu 71 CA -MANHOLE FEW PER ASN SPECS 7:1. T7T.lE: T148CSI. L9S 007q CLAY TOWNSHIP REGIONAL WASTE DISTRICT � ' T SEN kREA [176x11 DENCLIWALL SHALL L OE CUSS W GONG TED 1Raus I � N/A 7No avE rS., IfAYL �f; EC. 'E E7ITUGgR [r9mmOW] FRA U£ - c1=4[67emmt AGE ! A5TM A43 CL350 34' GA KOA_"N SrAL WTI STAINLESS StEEL WMG F n A -LOX CAST IN PLACE OR APPROVED EQU: COVER SECTION 4 -O' LG7D PAUND w y' IAACHINED SURFACE HEAVY DUTY - 1 1/2(30mm) LETTERS _ �-800-020-4Ba3 - -� wxr.oj%_cam (RECESSED FLUSH) -'t u+u:a !`; PRODUCT NlIM3ikT2 �,®' 00102154 D Ll,r a Cl D _ i ter LATA' -W NUM30 (3 n n n ? -( a:CAlP305 r 1020AGS O ` (2) CLOSED \ PICK HMEs MANHOLE COVEF LOAD RAIINc eorrom VIEvi HEAVY DUTY COATWO UNDIPPED ESGLUTED k1EIIINM 1 22 3/4" tlU2 t/4' 716" COYI37; I741LOS (b1kO. [570mm] _ t 3/4" [SImmJ- i` [Ilmm] [44mm] t J/D' (2s1' mm] UAnRW CO" -- CRAY FMOM 1147/ 4" {Bmm)) DTA A57M AIR 111578 .4 2r`T.7E 77AS,1- COVER SECTION PICKHOLE DETAIL N/AMA,,{0, J C=9^�UACE � .1 F.D 240 +.000 r TE +.ODD T� W W' � SMH of +e o4 (4mm) OHOOVE DETAIL D 110 1/tl0 RE�EREIYE INFORL(A110N f70TOiT64 STwaAo a:r7HL r i - Ah '[ x( b 57+1.214ae] -I vet -1- I et -a G' MINIMUM MOM JONT NEW CONE d�Q A CL rto. STATE CF .w. NEW CORE DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT mr.1117 F1nTAR TTL"TA11 H 1• 1• 1 it 1 II r m 7 r• Y \�� +r•t Ar ♦ ri.A s rsi;�f pr,I►r!�ir,rs Y%:.til lillT!w�lll�t'� r'rai_rirriirrrirrs "f�i\\r\iii\���i;\i�/`i`%�•-'i` `�' !, s, 1 : s 7 1111 s•. ► 1 I •.7 1 •/` 1 1 11 • ,1. 1 4 7 1 7 1 CLAY TOWP NSU REGIONAL WASTE DISTRICT ° 3 9 •CTRWD a Schneider TYPE 2 CLEANOUT DETAIL � I _ Dsir 18/411/06 .- ..._. - J - - - - rib r.\Qt�6S60�oOL�1Ttt69`vxrAnsi#-mERmG x�r>r Ha mos tAm tY U olkllnml rYgs MytAleg a0srs IY,a MJtN et1b7 11x71 ee 6000 A "Srnm EON 0110,3147.Gil.?al . OR APPROVED EQUAL SLOPE AWAY Hsr oala¢I;: 'IPIQ F+llIC VMV A44T PLAN MEW KS�� Ay\np SAOIXL 112 _»--__� MAN SE'f�.R Ir4: / �-7R7I CR FAUV.H.A4T k t/2' W7S13E 07A4EKR RVM OMI }IRI HASTE NRAP - sTas6czs s11T[ sTRAP rrll `�ISTEA'�t• 4 °° W1r 1 \ 2 a JOINT DETAIL ROW OF KENT SEAT. 119300219 SLATE CONCRETE CRADLE DETAIL MANHOLE STEPS PER SPECS 4' MINIMUM FLAT SURFACE IM UM JOINTS AND UFT ItOLES AS :Xi, Y -TY 60711 RU"VR W61 CLAY TOWNSHIP REGIONAL WASTE DISTRICT ° •GTRLYD PU45RC WRAP COYER 9/B' --I I NTN RPT, 14L70ISS Schneider 30 I/0' GJISIIE DLAGEIEJF---....•4' - If CONCRP,IT CRADLE IlL'CAIL , {\9- C ,y BEDDING AND BACKFILL DETAIL L"OlOte, EQUAL TO ASTM C-443 AND ON DOME I ADJUSTING RING DETAIL Na, - E Elie 12/Oct/D6 Ffl, 85\ASAA,MIL\01f3jOI.TARS'�01-11T14.OiG -MANHOLE FEW PER ASN SPECS H 1• 1• 1 it 1 II r m 7 r• Y \�� +r•t Ar ♦ ri.A s rsi;�f pr,I►r!�ir,rs Y%:.til lillT!w�lll�t'� r'rai_rirriirrrirrs "f�i\\r\iii\���i;\i�/`i`%�•-'i` `�' !, s, 1 : s 7 1111 s•. ► 1 I •.7 1 •/` 1 1 11 • ,1. 1 4 7 1 7 1 CLAY TOWP NSU REGIONAL WASTE DISTRICT ° 3 9 •CTRWD a Schneider TYPE 2 CLEANOUT DETAIL � I _ Dsir 18/411/06 .- ..._. - J - - - - rib r.\Qt�6S60�oOL�1Ttt69`vxrAnsi#-mERmG x�r>r Ha mos tAm tY U olkllnml rYgs MytAleg a0srs IY,a MJtN et1b7 11x71 ee 6000 RIO rfTM AL Clliluer A . OR APPROVED EQUAL SLOPE AWAY Hsr oala¢I;: 'IPIQ F+llIC TRARMMO'A�AT No � A 99 we" PR" G6)CI'R. PLAN MEW KS�� �!` SAOIXL 112 _»--__� MAN SE'f�.R Ir4: / �-7R7I CR FAUV.H.A4T k t/2' W7S13E 07A4EKR RVM OMI }IRI HASTE NRAP - sTas6czs s11T[ sTRAP rrll 2e NSDE BtAuMaR--.. W1r 1 \ 2 i JOINT DETAIL ROW OF KENT SEAT. PA'D TTW1�91001 MANHOLE STEPS PER SPECS 4' MINIMUM FLAT SURFACE IM UM JOINTS AND UFT ItOLES AS :Xi, Y -TY 60711 RU"VR W61 1/4'(Ii17GY.)-,.�4..--I -rte PU45RC WRAP COYER 9/B' --I I NTN RPT, 14L70ISS tr NO OLIrDt 0 f 24 30 I/0' GJISIIE DLAGEIEJF---....•4' - If Ut SECPON A -A wTSTOE aANErcit WOR x' {\9- C ,y BEDDING AND BACKFILL DETAIL L"OlOte, EQUAL TO ASTM C-443 AND ON DOME I ADJUSTING RING DETAIL Na, - E $TAT( }9 J STATE U' �NOihNT'"�� lon- -MANHOLE FEW PER ASN SPECS CLAY TOWNSHIP REGIONAL WASTE DISTRICT ADJUSTING RING DE'T'AILIT YA TPI RIO rfTM AL Clliluer OM FTTRX; AHD SWI ESS SM . OR APPROVED EQUAL SLOPE AWAY ENCASE VM ONE FOOT of Lou TRARMMO'A�AT No � A 99 we" PR" G6)CI'R. CLP CR01 14 ALL D:2L0045 RIGrJ YtC PMTA FINISH GRADE SAOIXL 112 _»--__� MAN SE'f�.R Ir4: / �-7R7I CR FAUV.H.A4T BACK PLASTER - sTas6czs s11T[ sTRAP rrll PRECAST CONCRETE ADJUSTING }ONO \ 2 i sDOUBLE ROW OF KENT SEAT. PA'D TTW1�91001 MANHOLE STEPS PER SPECS 4' MINIMUM FLAT SURFACE IM UM JOINTS AND UFT ItOLES AS ID1ND TABLE SLIALL BE SEALED NON-51i0NK 60711 RU"VR W61 J, GROUT PFA SPEDAWOi PU45RC WRAP COYER tr NO OLIrDt 0 f 24 - SET BARREL JOINTS WIH RU01XR TYPE W BEDDING AND BACKFILL DETAIL EQUAL TO ASTM C-443 AND ON DOME I - E Y:- KENT SEAL OR SWMSE ROW OF 1' K# -MANHOLE FEW PER ASN SPECS PfPE OLA. PER PLAN & PROnLE DENCLIWALL SHALL L OE CUSS W GONG TED 1Raus U04C-MALL IfUG HT SHALL BE NX OF PEM 7No avE ' 'E E7ITUGgR NN:NOLC TO PLPE CONNEC'RON COOTS, AGE ! Ri7XEJo1NG LATERALS, SHAD. 6E PRESS -SE KOA_"N SrAL WTI STAINLESS StEEL WMG F n A -LOX CAST IN PLACE OR APPROVED EQU: 4 -O' 0- MDL DOUPACT[D Ja STOVE w LD. 1��OtSTO-4,F't�t- Na. } SANITARY MANHOLE DETAIL SrATE or CLAY TOWNSIUP REGIONAL, WASTE DISTRICT 111ANUATL' nPTATT NOTE: OM FTTRX; AHD SWI ESS SM STRAPS PIR} nASRC WDP ASD N ASFAs mIN 9 MI ROAD S f9r." PLA / um of AETL ENCASE VM ONE FOOT of Lou TRARMMO'A�AT No � A 99 we" PR" G6)CI'R. CLP CR01 14 ALL D:2L0045 RIGrJ YtC PMTA f438fi4R CA9Q7 SAOIXL 112 _»--__� MAN SE'f�.R Ir4: / �-7R7I CR FAUV.H.A4T D - sTas6czs s11T[ sTRAP rrll FEH WV WE \ UE FOOT OF MOM (Y1Nf KETE Is TO EG1ER CRIME SAUDIS SAWLE LRITr LL AT AN AI'm "\ OF 45 "aS \ Ito. SADDLE TEE DETAIL STATE OFF a STATE O:f•7� CLAY TOWNSHIP REGIONAL WASTE DISTRICT C`AflE1T C' PG1C 7lL`4'Ali II 71 + 1 FF 11.1 • H 1 to .. .•_s�\�4L�1/\��/\t�ti\i\\;,7 1!�� 1.,��i1�iL//\�j/Zj/�Vjj��/\%j% 1 T • 1 AI U 1 40.1 CLAY TOWNSHIP REGIONAL WASTE DISTRICT TYAh_ 7 C1PhTdnrt'P []P97ATT WA&ME RIM MUST RE AT HAST (1) Olt_ F007 MJM LOYFST F1FVATrY1 TO RAW GRAVITY 5A4riAiY gtlfll gRL1LE WING SOAR TO WYE Iff10M LPS11RTAM 01 WANSTREAU UAWU ON MAH UIS SER RUT S NOT A DOLRR@R IID 3� A�[ ACCEPTED DESIGN Of SANITARY SRER BUILDING CONNEC110N P P° � No. 193Dort9 ;� ACCEPTABLE BUILDING SEWER STATE Ex ;SIA, t"7NDIAN?'UW CONNECTION DETAIL '�70yln1AL � CLAY 'TOWNSHIP REGIONAL WASTE DISTRICT1 R Ar'f1PDTA1II G' /`r1TSALI,'!'TTl11U n1,ThiT 0001 sl. OR OIER tarn }PTA" 7=1:NETT wym IT FDR PK Poi +/20+rRRto TP D SEE ERST ULU OOK7 17:IE lnln Ii 4 PF4M BY FA1 FUR 114SUM Inns - IIFRS 10 AID FHA 010HUt I" BY Y01£ i1VN Lo rDOf t \ c1O I,MS>Ot nWi r iR anni Dwm MATTPI. (0:.bpro PTi1ort SL71L00 N ASFAs mIN 9 MI ROAD S f9r." PLA / um of AETL TRARMMO'A�AT No � A 99 we" PR" G6)CI'R. NAW 90=90 SNIE OR FLY3'R 0 F D AMMIE % FILL UAIM% 10 at RM EROL 6"M IP K3fS IOJPi TIE sYt \ i am K" 14Sf31 A* SAM K \ /9g1Pi9 H� PA'D TTW1�91001 (OIL IKIE UCAVAIIG) AS ID1ND TABLE RR G'1i54l1:bo1 RMs FIR IPIPE ,r a GIER 9iE A e 6' YRiAM - Id tr NO OLIrDt 0 f 24 SANITARY SEWER TRENCHING, BEDDING AND BACKFILL DETAIL CLAY TOWNSHIP REGIONAL WASTE DISTRICT SANITARY SEWER BEDDING AND 1114WA FROM OUTER E rA RE9C90 Ixerces NOTE: F VA.11,10T IS IrSS TIVJI 18" T}tUT AwtiWAL 1 014E4' OViT {RIDA,4 LYH NOTE: V VAANKE IDS ally Q5E 11111 NT WE WIN Is AFPP.OTLA7ELY - 50 DEGREES 10 Un.UG11 EPE, MEN CMTRACTDT SPALL MA11101 A (AWPIE1 MGI A RADUS RAVRG 711E SANE WWII AS TFE WfilA?Ff PPC s \ t cl�q O4�GISTfR�'Lf� No. BENCHWALL DETAIL i STATE Of L�� 5- INOIAHF V z ��A CLAY TOWNSHIP REGIONAL WASTE DISTRICT - -- BENCHWALL DE£AIL m OF rNt[1arA WIlyll0 1' TO 4' 100%W11 - FAIL ACiiOSS VASMU F. No. CEr'lTnAl CLAY TOWNSHIP REGIONAL WASTE DISTRICT TERMINATION MANHOLE DWAIi. }tile T:18116af8\DOl L ff 10 9 0 Lid Flush Wath Grade Curb Box With Cover/Lid (ver;ry) NOTE. HDPE Sleeve*" I l » G {under Pvrrrrrt) c 1 I 1) 1 Or Smaller Service Line Shall Be Direct Tap Unless .r, 41 I I Approved By Carmel Utilities. j j q 2) Corporation Stop Shall Be Brand And Model Approved By -- I Block Riser _ Carmel Utilities. Concrete Block Curb Stop 3) Service Line Tap Shall Be Copper Service Line installed With A Min. Horiz. \-Corporation Stop rapped full -Circle Wrap Around Water Main Stainless Steel Service Clamp Length -vanes f'-0" 5` (Ver;ty) HDPE Sleeve** (Under Pvmnt) C* iV I Curb Stop o -Curb Box With Cover/Lid Copper Service Line * Service Saddle Must Be omitted For Services T" And Smaller And Direct Tops Mode to Ductile Iron Pipe, Class 350 or Greater. (Verify Y.';tit Owner For Pressure Class 01P.) •t For oil Service Lines installed Under Pavement install HDPE Sleeve Under Pavement Section. _ SIZE „W„ 110"*« "t" 6" 2'-6" 2'-0" 4" B" 2'-6" 2'-1" 4- 10" 2'-6" 2'-3" 4- 12" 2'-9" 2'-5" 4" i 5" S-0" 2'-8" 5" 18" S-6" S-0" 5" 21" S-11" S-4" 6' 24" 4'-3" Y-8" 6" 27" V-6" N-11" 6" 30" 5'-9" 4'-4" 6- 36" 6'-3" 5'-2° 6- 42" 6'-11" 35' 8" 42' 50' 58' 9" 54" 8'-0" 95' 9" 60" e'-6" 10200392 s" 66" 9'-1" .51f lit 9" 72" 9'-8" Y 10" 78" 10'-3" 9` 10" V-0' Minimum Undisturbed Ground Exisung Pavement Saw Cut Straight Edge Spedol Backfill Under Povemcat, Drives, Walks Or Where Ordered Tamped In 6' Layers Special Backfill shall Conform To [I= 211.02b TRENCH SCHEDULE *� Table Is For ASTM 0-3034, Wall Thickness Class SDR 35 For 6"-15" And ASTM F-679 Wall Thickness Class T-1 For 18"-36, For Other Flexible Pipes, Minimum Trench Width "U" Shall Meet Manufacturer's Requirements. Undisturbed Earth Match Existing Pavement Material And Thickness as sae a°p� aa° 4 w,4k� Q q 44, "W" or "U" At Top Of Pipe TRENCH DETAIL FOR SEWER AND WATER MAINS NTS Separation of 24" 4) 2 Inch Taps And Smaller Shall Not Be Installed Within Within 18 Inches of Mechanical Joints And Bells. Approved Excavated Material In Unpaved Areas Unless Otherwise Directed Note: Under Existing Sewers, Water tines, Gas lines, Telephone Cable And Electrical Conduits, Backfill With r CI Granular Bedding Material To The 1 Centerline Of The Existing Utility Lines. For Flexible Pipe with Solid Or Profile walla, Granular Bedding Material Shall Be Placed And Hand Tamped In 6' layers To A Minimum Of 1'-0' Above Pipe, Bed Pipe In Spedfiad Granular Bedding Material Hand Tamped In to 8 to 12 inches above pipe. Bedding Material Shall Conform To INDOT 903.02, Size No. 8 * Note: "W" Is The Maximum Width For Rigid Pipes. "U" Is The Minimum Width For Flexible Pipes In Accordance With ASTM D-2321. Note: All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12" above the pipe. Note; Blue Reflective Tape must be installed 18" above all water mains. CITY OF CARMEL STANDARD DETAILS Bate: March 2061 Scale: Not To $cote TITLE: TRENCH DETAIL �C TRENCH SCHEDULE Ona HenryDrawling Name. CW3 naineere. Inc. Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or. Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MiNIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, TMF-- JOINT RESTRAINT CITY OF CARMEL STANDARD DETAILS TABLE 1XUW11 By; Doto: March 2001 scale: Not To Scale Jones k Henry Drawing Name: CW10 Englaeare, Inc. 7 6 I 5 NOTES: *Should meter pit need raised to grade, a Mid State Meter Box Extension should be used. No meter should be raised more than 6", without approval from Carmel Utilities, USING BRICKS OR CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A METER PIT. *Should the meter lid need raised it should be done with a Ford Elevator Ring Part #ER15CX or ER3CX. *Service lines require compression fittings only. No Pack Joints Allowed. (No fittings should be made in the meter pit) Must have a continuous piece of copper from meter to at least 5' outside meter pit, on house side. *There shall be no buried joints or couplings, except for the corporation stop on the water main. *No pit shall be installed in a traffic area, such as a driveway or sidewalk. *The meter pit is to be installed just off the utility easement, on private property, in the middle of the lot 5' left or right of center, and as close to the easement line as possible. *THERE WILL BE A RE -INSPECTION FEE FOR EACH ADDITIONAL INSPECTION NEEDED. *METER PIT LID GRADE SHALL BE FLUSH WITH THE GROUND. (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID Item # Description PRESSURE PIPE JOINT RESTRAINT TABLE 1" meters 6 NGTH W'LL VARY 7 I� Motor Pit Cover Ford C3t Ford X43—T A QD Length Of Pipe To Be Restrained with hole for touch Tyler 6150 Vestal 20X24r MAIN SERVICE LINE read and plug A.Y. McDonald 74M3CTP In Each Direction From 1/4 Of Bend TO HOME '� Ford Y502 Ford Y504 Fiber 24"w x 48"d *-ii as �o`o 2 Based On 150 PSI Test Pressure Mueller H5020-203 Mueller H5040-330 0 Ao A Degree A.Y. McDonald 14-2 A.Y. McDonald 14-4 3 Street Side Ford AV94-323WQ MUELLER b14273 Ford AV94-444WQ Of Bend 6" 8" 10" 12" 14" 16 18" 20" 24" 30" O'",Tees 27' 35' 0 42' 50' 58' 65' 73' 80' 95' 115' & Plugs N0. 2 10200392 �o STATE OF Zr r-., %P/ANA `\ .51f lit JAMES K. SHINNEnX P.E. 10200392 Y 45` 7' 9` 11' 13' 15' 17' 19' 21' 24' 29' 22-1/2- 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 2' 2" o 3= 4' T 4' 4' S' C 7, Restrained Joints Shall Be Mechanical Joint With Retainer Glands, US Pipe TR Flex Joint System, US Pipe Field LOK Gasket System, Or. Equal. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MiNIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE IF LONGER LENGTHS ARE REQUIRED, TMF-- JOINT RESTRAINT CITY OF CARMEL STANDARD DETAILS TABLE 1XUW11 By; Doto: March 2001 scale: Not To Scale Jones k Henry Drawing Name: CW10 Englaeare, Inc. 7 6 I 5 NOTES: *Should meter pit need raised to grade, a Mid State Meter Box Extension should be used. No meter should be raised more than 6", without approval from Carmel Utilities, USING BRICKS OR CEMENT BLOCKS IS NOT AN APPROVED METHOD OF RAISING A METER PIT. *Should the meter lid need raised it should be done with a Ford Elevator Ring Part #ER15CX or ER3CX. *Service lines require compression fittings only. No Pack Joints Allowed. (No fittings should be made in the meter pit) Must have a continuous piece of copper from meter to at least 5' outside meter pit, on house side. *There shall be no buried joints or couplings, except for the corporation stop on the water main. *No pit shall be installed in a traffic area, such as a driveway or sidewalk. *The meter pit is to be installed just off the utility easement, on private property, in the middle of the lot 5' left or right of center, and as close to the easement line as possible. *THERE WILL BE A RE -INSPECTION FEE FOR EACH ADDITIONAL INSPECTION NEEDED. *METER PIT LID GRADE SHALL BE FLUSH WITH THE GROUND. (HOMEOWNER SHOULD BE ABLE TO MOW OVER LID 3/8" REBAR Item # Description 5/8" x 3/4" meters 1" meters 6 NGTH W'LL VARY 7 I� Motor Pit Cover Ford C3t Ford X43—T A QD 1 with hole for touch Tyler 6150 Vestal 20X24r MAIN SERVICE LINE read and plug A.Y. McDonald 74M3CTP A.Y. McDonald 74M43XTP TO HOME '� Ford Y502 Ford Y504 Fiber 24"w x 48"d *-ii as �o`o 2 Yoke Mueller H5020-203 Mueller H5040-330 0 Ao A A A.Y. McDonald 14-2 A.Y. McDonald 14-4 3 Street Side Ford AV94-323WQ MUELLER b14273 Ford AV94-444WQ +cegM 6 Angle Volvo A,Y, McDonald 4602Y-023/4xol Mueller b24273 A.Y. McDonald 02-4ye-44 3/8" REBAR liiI4 = W .0 00 6 NGTH W'LL VARY 7 I� House Side Ford HHA94-3230 Ford HA91-444 A QD 4 An to Check Volvo g Mueller H14245 A.Y. McDonald 12-3Ya33 A.Y. McDonald 12-3Yo-44 No Mueller for this part MAIN SERVICE LINE a Fratco HDPE Mid State Soniioc TO HOME '� N Fiber 20"w X 48'd Fiber 24"w x 48"d *-ii as �o`o 5 Meter Pit Mid State—Sonlloo Fratco HDPE 0 Ao A A Fiber 20"w X 48'd Fiber 24"w X 46"d +J ; 4 STANDARD METER PIT INSTALLATION +cegM 6 rarvlcs tine 3/4" K upper 1 "K Copper FOR 5/8" X 3/4" AND 1" METERS NOT TO SCALE Tapped Full—Cricle Wrap Around Stainless Steel Service Clamp — Mueller H-15008 3/4" Mueller H-15008 1" 7 Corporation Stop Ford FIODO-30 Ford F1000-40 A.Y. McDonald 47010 3/4" A.Y. McDonald 47010 1" 8 ALL METER PITS MUST HAVE 3/8' REBAR MOUNTING ROD Lid Flush With Grade 5' HDPE Sleeve** (Under Pavement) gs' — jBlock Riser Copper Service Una —Corporation Stop Water Main HDPE Sleeve** (Under Pavement) C —r -_ Copper Service Una *Service Saddle Must Be Omitted For Services 1' and Smaller and Direct Tops Made to Ductrl Iron Pipe, Class 350 or Gretater. (Verify With Owner for Pressure Close DIP). "For all Service Unes Installed Under Pavement, Install HDPE Sleeve Wider Pavement Section. 6"Volve Box 0 a c 6" Gate 5' S-0„ Min. water Mater m 1) 1' or smaller Service line Shall be Direct Tap Unless Approved by Carmol Utilities. 2) Corporation Stop Shall be Brond and Model Approved by Carmel Utilities. 3) Service Una Tap Shall be Installed with a Minimum Horizontal Sepordion of 2e 4) 2' Taps and Smaller Shall not be Installed Within 18' of Mechanical Joints and Bells. M OF CARMEL ML. RESIDENTIAL WATER SERVICE (NO STANDARD DETAILS CURB STOP) DETAIL DRAWN BY., DRAW NG N&Eo DATE: MARCH 2007 50L NOT TO SCALE CROSSROAD ENGINEERS, PC CW4-3 Mueller Centurion A--423, Or Equal Painted "Safety Yellow" Valve cl q l a 4 V-0" Min. ° Bedding Material Conforming To Water Main ° °Q d INDOT 903.02, Size No. 8 /� � i "7 4 V © 4 Ya 'V Q One 8"x8"x16" Solid - Cone. Block Or 6"Min. Hydrant Assembly !"��'� W\ \'1'i\� n " Tee - M.J. Restrained Class B Concrete Length And Fittings Base On Undisturbed As Required ground. Notes: 1. At High Points Along Main Water Line Where 5. Hydrant Valves must be restrained to the tee Indicated On [drawings, Anchoring Tee Shall with either all thread, or an anchoring tee. Be Set At 45 Angle Upwards And Connected To 6" 45' Bend. Main Water Line Shall Be Lowered To Provide Sufficient Cover As Specified. 2. All Joints Shall Be Restrained Except In Run Of Tee. 3. Hydrants Shall Be Set At 500' Max. Horizontal Distance, Or Less As Specified By Fire Department 4. All valves must include Posi--Cap or equivolent CITY OF CARMEL STANDARD DETAILS s: March 01 Scale: Not To Scala Put FIRE HYDRANT ASSEMBLY Jonas do Henry Drawing llama: CW8 Enginanm, Dna. 4 I 3 CITY OF CARMEL WATER UTILITY APPROVED LIST OF CQNSTRUCTION MATERIALS 1) Water Main: Shall be Ductile Iron Pressure Class 350. 2) Blue Reflective Warning Tape: Shall be installed 18in above all water mains. 3) Tracing Wire (10 or 12 gauge): To be installed with all water mains. There must be access to the tracer wire at each valve box, with enough wire in the valve box to insure the proper connection to the locating machine. 4) Fire Hydrants: Shall be Mueller (Safety Yellow, M.A.B. # 0433291, Sherwin Williams # F75YP2) (Carmel Clay Spec. hydrants shall be open right and will have a safety blue stripe around hydrant bonnet from the factory). The hydrant pumper nozzle shall be of one-piece design, compatible with 5" Storz hose coupling. The nozzle shall be an integral part of the fire hydrant and must be furnished by the manufacturer or authorized distributor designated by the manufacturer. Mueller model 290220 for casting and 290221 for cap. Starz adapters will not be accepted. 5) Valves: Shall be resilient seat gate valve, Mueller only. (Carmel Clay Spec. valves shall be open right) Butterfly valves shall be used for sizes over 12in. 6) Fittings: Shall be Union, Tyler. 7) Mechanical Joints: Shall be made with Megalugs. 8) Valve Boxes: Shall be Union Tyler or East Jordan iron Works. 9) Posi Caps or Box loks: Shall be installed, with each gat valve.**not to be used on butterfly vavles.*** 10) Curb Boxes: Shall be Union, Tyler. 1 1) Tapping Sleeves: Shall be Smith Blair, Romac, or JCM 12) Repair Clamps: Shall be full circle stainless steel with ductile lugs. Smith Blair 226, Ford F-1, JCM or Mueller equal 13) Tapped Repair Clamps: (For 01,1 in, 11/2 in, and 2in tap on PVC, 11/2in and 2in on Ductile Iron and service repair shall be 12in long, full circle stainless steel with ductile lug and tapered threads, Smith Blair, Ford, JCM, Mueller. 14) Sample Stations: Shall be installed at the utilities request (CIL Industries model # EH101). 15) Service Lines: 3/4in, lin, 11/2in, 2in, Shall be K - Copper. 16) Brass: Compression Fittings. Pack Joints not allowed (See Meter Pit Specs. For Make and Model #) 17) Joint Restrains: Shall be Field Lock Gaskets or Mechanica Bell Joint Restraints. 18) HDPE Sleeves: Shall be used for services that cross major city streets. ** e1/4" & 1 " lines will use 3" hdpe sleeve **1 %" 8c 2" lines will use 4" hdpe sleeve 19) Additional Kickers: Shall be solid block and brick. No poured concrete. WATER AND SEWER UNDER PAVEMENT, SIDEWALK, PAVED AREAS AND WITHIN RIGHT-OF-WAY BEDDING, HAUNCHING, INITIAL BACKFILL Bedding, Hounching and initial backfill requirements and compaction for water mains, water service laterals, sanitary mains and sanitary service laterals shall be in accordance with the standard practice of the utility that has jurisdiction over the installation. FINAL BACKFILL Final backfill for water mains, water service laterals, sanitary mains and sanitary service laterals under and within 5—feet pavement or sidewalk or other paved areas and for all installations within City right—of—way shall be B—Borrow for Structure Backfill meeting the material requirements of the INDOT. The material shall be approved by the City of Carmel Department of Engineering at time of installation. Final backfill shall be compacted in 6 -inch maximum lifts to not less than 95% Standard Proctor Density for the entire depth of the material placed. The backfill for the top 6 -inches of the excavation below the start of the aggregate sub -base of the pavement shall be No. 53 Stone meeting the material requirement of the INDOT and shall be compacted to not les than 95% Standard Proctor Density. If the standard practice of the utility that has jurisdiction over the installation has a more stringent backfill requirement, the more stringent requirement shall govern. MINIMUM COVER FOR PIPE CROSSINGS WITHIN CITY RIGHT-OF-WAY For installation of Storm Mains, Water Mains, Sanitary Mains, Water Service Laterals, Sanitary Service Laterals under City streets, regardless of jurisdiction of the utility, the minimum cover from the top of the installed pavement to the top of the installed pipe shall be the pavement section thickness (al bituminous and aggregate material above the subgrade) plus 1-0", but under no circumstances shall the cover along any part of the pipe from the final pavement elevation to the to of the pipe be less than 2.5 -feet. If the standard practice of the utility that has jurisdiction over the installation has a more stringent cover requirement, the more stringent requirement shall govern. Cover heights for reinforced concrete pipe storm sewer that are less than those required will be evaluated on a case by case condition and approved only with written permission by the city engineer. DIGITAL AS --BUILT REQUIREMENTS City of Carmel Water Utilities requires two (2) sets of pap As-builts as well as two (2) digital copies drawn wi AutoCAD Version 2004 or earlier. The As -built drawings mu include streets, lots, water mains, and the measurement between all fittings, (valves, laterals, fittings, service lines Water will not be turned on or approved until this requireme is fulfilled. All valves, hydrants fittings, etc are REQUIRED to be Capture using survey grade equipment as GPS points and submitt with As-builts. More information can be found in the City Carmel Specs. 2 1 CITY OF CARMEL UTILITY PIPE INSTALLATION All work shall be in the best practices of the water utility industry and the American Water Works Association, and in accordance with all applicable federal, state, and local codes and regulations. Furthermore: 1) Any damage done to the City of Carmel Water Utility's system by the contractor/developer or his affiliates shall immediately be repaired, to the satisfaction and direction of the City of Carmel Water Utility by the contractor/developer at his own expense. 2) Should the contractor/developer propose to depart from the specifications contained herein, he shall submit samples and/or specifications of such alternatives to the City of Carmel Water Utility before proceeding. 3) No work shall be performed under conditions which in the opinion of the City of Carmel Water Utility would adversely affect the quality of the finished job. 4) The contractor/developer shall conduct his work so as not to interfere with the present operation of the City of Carmel Water Utility's water/sanitary sewer system. If any work interference is encountered between the City of Carmel Water Utility and the contractor/developer, the City of Carmel Water Utility will receive priority in scheduling. e CITY OF CARMEL WATER UTILITY DEVELOPER INSTALLED WATER MAINS 1) The developer will submit two (2) sets of preliminary plans for proposed development so the City of Carmel Water Utility can determine the main location and sizing, location of s hydrants, service lines and valves to conform to the City of s) Carmel Water Utility's standards and specifications. s 2) Developer will provide plans that conform to the City of Carmel Water Utility's standards for main extensions. In . general, the City of Carmel Water Utility will respond within ten (10) business days. 3) Contractors shall call City of Carmel Water Utility for an on --site pre -construction meeting before work begins. Contractor must have approved plans on-site and all materials to be used must be approved by a City of Carmel I Water Utility inspector. 4) Contractor will allow inspection by City of Carmel Water Utility inspectors during the construction of the water main extension and will honor the City of Carmel Water Utility's request for field changes in main extensions related to location, workmanship and materials as they relate to City of Carmel Water Utility standards and specifications. *All Ductile Iron water mains shall be bedded in sand, from the bottom of the trench to 12" above the pipe. Blue Reflective Warning Tape must be installed 18" above all water mains. Tracer wire must be installed with all water main laid in Carmel. 5) The Contractor will have water main extensions pressure tested per City of Carmel Utility specifications and witnessed by City of Carmel Water Utility's inspector. The developer's contractor shall be billed for all bacteriological lab services. 6) The Contractor will conduct the disinfection of water main extension, with direct supervision by a City of Carmel Water Utility Operator. The Contractor will also be responsible for the de -chlorination of the water flushed off during disinfection of r>� ocess. 7) Only after the water main extension passes the City of Carmel Utility's laboratory testing, and two (2) sets of AS -BUILT plans and one (1) digital copy have been turned in to the City of Carmel Water Utility, will the water be turned on by the City of Carmel Water Utility. CITY OF CARMEL UTILITY GENERAL NOTES: 1) The contractor shall contact all applicable utilities and verify and and all fees associated with the installation of all s utilities. 2) Provide thrust blocks for all water line bends and tees, including tab connection. 3) Contractor shall coordinate with water company for domestic and fire service, Connect to building domestic and fire line. Coordinate with plumbing drawings. 4) Coordinate location of electrical and telephone lines with local utilities. 5) Coordinate location and size of gas service connection and installation of service line and meter with gas company. 6) Coordinate locations and connections of building storm lines with mechanical/plumbing drawings. 7) Verify existing invert and location of sanitary sewer. Adjust inverts as required. Document any changes. p 8) Maintain 10' horizontal and 18" vertical clearance between storm/sanitary sewer systems and domestic/fire line service. 9) Follow all local and state codes in reference to domestic/fire line installation and storm sewer/sanitary sewer installation. 10) Coordinate location of required conduits for light poles, telephone service and irrigation system. 11) Coordinate utility conduits with service providers. 12) Sanitary sewer laterals, water service, 8c electrical/telephone conduits shall be B -borrow for er structure backfill, meeting all current INDOT requirements. wit 13) There are to be no water valves or manholes placed st within the pavement, curbs or sidewalks. s 14) The developer shall verify the elevations of existing )• utilities and design plans accordingly. Existing infrastructure nt shall not be moved to accommodate new developments. GtiAOE 1D' MIN. 3' ed z !' DEM, OF of 11 r\ Rte, a tlT AN Unwy Fmiuiy --�� - HANE. XW­jwE£ECMq, SIGN"ETC ), P. WATER MAIN 11PICAI WATER MAID QEPTH 'T SANrTARY OR STORM SEW t 1. ALL PIPE SM11 NAVE A MINIMUM OF 64' DOVER. li WATER MAIN LYING PARALLELTQ SEWER SECTION VIEW ATER hSAIN ANO smifrARY SEWERS sNau:,BE PCACED {N 5EP TE;TRE7tCNES. 1/2 PIPE LENGTH 1/2 PIPE LEN= STOlifl OR 8' MIN. WATER MNN " _.,..., FLOW JOINT WATER MAIM CROSSING SEWER uolNT tj !.:, t, ' SECTION VIEW � WATER AND SEWER SEPERATION D '11,. NO SCAtE liiI4 = W .0 00 C CL I� > a a to ti w''S v M� '� N 1'4 7 q C4 *-ii as �o`o W U H 114 0 Ao A A rn �O�O +J ; 4 i +cegM w4a� A , z0p 004t0 a h 034 03 ® ."4-- — 0 �o� Zoog a'a� o a' � m .-4 r-4 M 00 M \\\N11iH111t1fII/��% liiI4 = W .0 W 44 C CL I� o z� to ti w''S v M� I3: w rn cam N 0 N� o 7 q C4 0 fi W U H 114 0 Ao A A a w4a� A C Q O a 2 in CLCL Zoog o a' � m a \\\N11iH111t1fII/��% 1ST 'yypool N0. 2 10200392 �o STATE OF Zr r-., %P/ANA `\ .51f lit JAMES K. SHINNEnX P.E. 10200392 Y E- CO CO Q CD 4 M � 1 i 1 • � a o r4 SHEET NO. uz06T PROJECT NO. W09.0542 v U n . EJ M c, I N tet' n O E v o m a. I C v 11 ,- c-1 , � N O 6 q c4 �, m O U w D t I1_o 0 �'~ L O } 0 ,,l; 9) il +_ � - Q i'-' u� as �c® mw V1 _0I Vj rI Ui 10 9 I 8 7 EARTHWORK SPECIFICATIONS: 1, SCOPE OF WORK A) EXTENT: THE WORK REQUIRED UNDER THIS SECTION CONSISTS OF ALL EXCAVATING, FILLING, ROUGH GRADING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. 2. IN GENERAL_ TFIE ITEMS OF WORK TO BE PERFORMED UNDER THiS SECTION SHALT_ INCLUDE CLEARING AND GRUBBING, REMOVAL OF TREES AND STUMPS (WHERE REQUIRED), PROTECTION OF TREES TO REMAIN, STRIPPING AND STORAGE OF TOPSOIL, FILL, COMPACTION AND ROUGH GRADING OF ENTIRE SITE AS INDICATED ON THE DRAWINGS. 3. EXCAVATED MATERIAL THAT IS SUITABLE MAY BE USED FOR FILLS, ALL UNSUITABLE MATERIALS AND ALL SURPLUS EXCAVATED MATERIAL NOT REQUIRED SHALL BE REMOVED FROM THE SiTE. THE LOCATION OF DUMP AND LENGTH OF HAUL SHALL BE -THE CONTRACTOR'S RESPONSIBILITY. 4. PROVIDE AND PLACE ANY ADDITIONAL FILL MATERIAL FROM OFF -THE SITE AS MAY BE NECESSARY TO PRODUCE THE GRADES REQUIRED. FIE[. OBTAINED FROM OFF SITE SHALL BE OF KIND AND QUALITY AS SPECIFIED TO FILLS HEREIN AND THE SOURCE APPROVED BY THE ENGINEER AND OWNER. 5. THE CONTRACTOR SHALL ACCEPT THE SITE AS HE FINDS IT AND SHALL REMOVE ALL TRASH, RUBBISH AND DEBRIS FROM THE SITE PRIOR TO STARTING EXCAVATION. B) WORK INCLUDED: THE FOLLOWING ITEMS OF RELATED WORK ARE SPECIFIED AND INCLUDED IN OTHER SECTIONS OF THESE SPECIFICATIONS. 1. EXCAVANON, GRADING AND BACKFILLING FOR UTILITY LINES. 2, STORM DRAINAGE SYSTEMS. 3. SANITARY SEWER SYSTEMS. 4. WATF"R SUPPLY SYSTEMS. 5. DRIVES AiJD PAVING. 2. BENCHMARKS A) MAINTAIN CAREFULLY ALL BENCHMARKS, MONUMENTS AND OTHER REFERENCE POINTS, IF DISTURBED OR DESTROYED REPLACE AS DIRECTED BY ENGINEER. 3. PROTECTION OF TREES A) GENERAL PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF TOPS, TRUNKS AND ROOTS OF EXISTING TREES ON THE PROJECT SITE THAT ARE TO REMAIN. EXISTING TREES SUBJECT TO CONSTRUCTION DAMAGE SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED BEFORE ANY WORK IS STARTED, DO NOT STOCKPILE WITHIN BRANCH SPREAD. REMOVE INTERFERING BRANCHES WITHOUT INJURY TO TRUNKS AND COVER SCARS WITH TREE PAINT. 4. REMOVAL OF TREES A) REi,IOVI- ALL TREES AND STUMPS FROM AREA TO BE OCCUPIED BY ROAD AND SURFACED AREAS. REMOVAL OF TREES OUTSIDE THESE AREAS .SHALL ONLY BE DONE AS NOTED ON DRAWINGS OR APPROVED BY THE OWNER. B) Alt, BRUSH, STUMPS, WOOD AND OTHER REFUSE FROM THE TREES SHALL BE REMOVED FROM SIZE OR BURNED WITH PROPER PERMITS (WHERE APPLICABLE). 5. STRIPPING OF TOPSOIL A) RLN40VL TOPSOIL 10 A DEPTH OF 6 INCHES (OR MORE IF REQUIRED) FROM THE AREAS TO BE OCCUPIED BY ROADS, WALKS, BUILDINGS, AND PARKING AREAS. PILE AND STORE TOPSOIL AT A LOCATION WHERE IT WILL NOT INTERFERE WITH CONSTRUCTION OPERATIONS. TOPSOIL SHALL BE REASONABLY FREE FROM SUBSOIL, DEBRIS AND STONES, 6. SITE GRADING A) GRADE S: DO ALL CURING, FILLING, COMPACT NG OF FILLS AND ROUGH GRADING REQUIRED TO BRING ENTIRE PROJECT AREA TO SUBGRADE AS SHOWN ON THE DRAWINGS, UNDERCUT OPEN AREAS 4 INCHES FOR TOPSOIL. B) ROUGH GRADING: THE TOLERANCE FOR PAVED AREAS SHALL NOT EXCEED 0.10 FEET ABOVE ESTABLISHED SUBGRADE ALL OTHER AREAS SHALL NOT EXCEED 0.10 FEET PLUS OR MINUS THE ESTABLISHED GRADE. PROVIDE ROUNDING Ai TOP AND BOTTOM OF BANKS AND OTHER BREAKS IN GRADE, ALL OPEN AREAS SHALL BE GRADED A MINIMUM OF 0.5% AND A MAXIMUM OF 3:1 SLOPE. C SUBGRADE SHALL BE PROOFROLL.ED WITH SUITABLE EQUIPMENT AND ALL SPONGY AND OTHERWISE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL. D) SUBGRADE FOR STREETS AND PAVED AREAS SHALL BE COMPACTED TO 95% OF MODIFIED PROCTOR. E) SEE PROJECT MANUAL AND SOILS REPORT FOR REQUIREMENTS REGARDING UNDERCUTTING AiJD SUBGRADE PREPARATION FOR PAVEMENT. F) ALL FILL MATERIAL SHALL BE FORMED FROM SOIL FREE OF DELETERIOUS MATERIAL. PRIOR TO PLACEMENT OF FILL, A SAMPLE OF THE PROPOSED MATERIAL SHALL BE SUBMITTED TO THE SOILS ENGINEER FOR APPROVAL. THE FILL MATERIAL SHALL BE PLACED IN IAYERS NOT 1"0 EXCEED 8" IN LOOSE THICKNESS AND SHALL BE SPREAD AND COMPACTED AT THE PROPER MOISTURE CONTENT. G. ALL FiLL MATERIAL IN AREAS OUTSIDE OF BUILDING AND PAVEMENT AREAS SHALL BE COMPACTED LIGHTLY WITH EACH LIFT AND PROTECTED FORM EROSION. AREAS OF BUILDING CONSTRUCTION SHALL HAVE SUITABLE FILL MATERIAL PLACED AND COMPACTED IN ACCORDANCE WITH THE SOILS ENGINEER'S REPORT (MINIMUM 95% MODIFIED PROCTOR). 7. DISPOSITION OF UTILITIES A) RULES AND REGULATIONS GOVERNING THE RESPECTIVE UTILITIES SHALL BE OBSERVED IN EXECUTING ALL WORK ER THIS SECTION. N.D Q B) IT SHAD_ BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE. VARIOUS UTILITIES BEFORE WORK IS STARTED. THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEERS OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMES, C) WHERE ACTIVE UTILITIES ARE ENCOUNTERED BUT NOT SHOWN ON THE DRAWINGS, THE ENGINEER SHALL BE ADVISED BEFORE WORK IS CONTINUED, D) INACTIVE AND ABANDONED UTILITIES ENCOUNTERED IN EXCAVATING AND GRADING OPERATIONS SHALL BE REPORTED TO THE ENGINEER, THEY SHALL BE REMOVED, PLUGGED OR CAPPED AS DIRECTED BY THE ENGINEER. 8. SEEDING PREPARATION A) SOLVE ANY SURFACE OR SUBSURFACE DRAINAGE PROBLEMS AND CONSTRUCT PERTAANENT EROSION CONTROL STRUCTURES. B) REMOVE ALL ROCKS, ROOTS OR OTHER MATERIALS THAT MAY INTERFERE WITH SEEDBED PREPARATION. C) PERFORM THE MAJOR FiLLING SHAPING AND SMOOTHING OF GULLED OR SEVERELY ERODED AREAS. TYPICAL SANITARY SEWER SPECIFICATIONS TO BE USED FOR PRIVATE SEWER DEVELOPMENT WITHIN CLAY TOWNSHIP REGIONAL WASTE DISTRICT REVISED__3/1/2007 1. STANDARD SPECIFICATIONS OF CLAY TOWNSHIP REGIONAL WASTE DISTRICT (THE DISTRICT) AND DEPARTMENT OF TRANSPORTATION (INDOT) SHALL APPLY FOR ALL WORK AND MATERIALS. SANITARY SEWER PIPE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 715 OF TFIE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. 2. SANITARY SEWER GRAVITY PIPE, UNLESS PRESSURE RATED PIPE REQUIRED PER IAC OR DIRECTIONAL DRILLED PIPE, SHALL BE POLYVINYL CHLORIDE (PUG) IN ACCORDANCE WITH ASTM D3034--89 WITH A MINIMUM WALL THICKNESS DESIGNATION OF SDR 35 AND INSTALLED PER ASTM D232.1--89 SPECIFICATION. PVC PIPE USED SHALL BE GROOVED BELL, SPIGOT END, AND GASKETED. THE PIPE SHALL BE MADE OF PVC PLASTIC HAVING A CELL CLASSIFICATION OF 124548. 3. PVC SANITARY SEWER GRAVITY FITTINGS SHALL ALSO CONFORM TO THE REQUIREMENTS OF THE ASTM D3034-89 SPECIFICATION. ALL FITTINGS SHALL BE MOLDED IN ONE PIECE WITH STANDARD PIPE BELLS, GASKETED EIASTOMERIC JOINTS, AND SPIGOT ENDS. SINGLE PIECE MOLDED PVC WITH STANDARD PIPE BELLS, GASKETS, AND SPIGOT ENDS FOR BACK -TO• --BACK TEE WYES ARE ACCEPTABLE. WALL THICKNESS OF ALL FITTINGS SHALL_ HAVE A MINIMUM DESIGNATION OF SDR 26, GASKETS FOR ELASTOMERIC JOINTS SHALL BE MOLDED WITH A MINIMUM CROSS-SECTIONAL AREA OF 0.20 SQUARE INCHES AND CONFORM TO ASTM F477 SPECIFICATION. 4- ALL SANITARY MANHOLES SHALL BE PRECAST CONCRETE MANHOLES IN ACCORDANCE WITH ASTM C478 AND SECTION 720 OF THE CURRENT INDOT STANDARD SPECIFICATIONS HANDBOOK. O -RINGS SHALL CONFORM TO 0443. DOUBLE ROW OF KENT SEAL OR EQUIVALENT SHALL ALSO BE APPLIED TO ALL JOINTS AND BETWEEN RISER RINGS AND CASTINGS. MANHOLE STEP SPACING SHALL BE NO MORE "THAN 16 -INCHES. MANHOLES SHALL BE AIR -TESTED FOR LEAKAGE iN ACCORDANCE WITH ASTtd C1244-02, STANDARD TEST METHOD FOR CONCRETE SEWER MANHOLES BY THE NEGATIVE AIR PRESSURE (VACUUM) TEST. A. INSTALLATION AND OPERATION OF VACUUM EQUIPMENT AND INDICATING DEVICES MUST BE IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AND PERFORMANCE SPECIFICATIONS WHICH HAVE BEEN PROVIDED BY THE MANUFACTURER AND ACCEPTED BY THE DISTRICT ENGINEER, THE VACUUM EQUIPMENT MUST BE CAPABLE OF TESTING THE ENTIRE MANHOLE, INCLUDING THE CASTING AND RISER RINGS. B. WITH THE VACUUM TESTER SET IN PLACE: . 1. CONNECT THE VACUUM PUMP TO THE OUTLET PORT WITH THE VALVE OPEN_ 2. DRAW A VACUUM OF TEN (10) INCHES OF HG. (5 PSI) AND CLOSE THE VALVE. C.ACCEPTED ARSFRI ,. S 'TAIJD D O FAKAGF WILL BE ESTABLISHED FROM THE ELAPSED TIME FOR A NEGATIVE PRESSURE CHANGE FROM TEN (10) INCHES TO NINE (9) INCHES OF MERCURY. THE MAXIMUM ALLOWABLE LEAKAGE RATE FOR A FOUR (4) FOOT DIAMETER MANHOLE MUST BE IN ACCORDANCE WITH THE FOLL04JING: MINIMUM ELAPSED TIME FOR A: MANHOLE DEPTH- PRESSURE CHANGE OF 1 INCH NG 10 FEET OR LESS 60 SECOtJDS >10 FEET BUT <15 FEET 75 SECONDS >15 FEET BUT <25 FEET 90 SECONDS FOR MANHOLES FIVE (5) FEET IN DIAMETER, ADD AN ADDITIONAL FIFTEEN (15) SECOIJDS AIJD FOR MANHOLES SIX (6) FLEI IW DIAMETER, ADD AN ADDITIONAL THIRTY (30) SECONDS TO THE TIME REQUIREMENTS FOR FOUR (4) FOOT DIAMETER MANHOLES. FOR ALL MANHOLES DEEPER THAN TWENTY-FIVE (25) FEET, THE ENGINEER WILL. DETERMINE THE APPLICABLE MINIMUM ELAPSED -TIME. D. IF THE MANHOLE FAILS THE TEST, NECESSARY REPAIRS MUST BE MADE. THE VACUUM TEST AND REPAIRS MUST BE REPEATED UNTIL THE MANHOLE PASSES THE TEST. C. IF MANHOLE JOINT SEALANT_; ARE: PULLED OUT DURING THE VACUUM TEST, THE MANHOLE MUST BE DISASSEN48LED AND -THE JOINT SEALANTS REPLACED, F. MANHOLES WILL BE SUBJECT TO VISUAL INSPECTION WITH ALL VISUAL LEAKS BEING REPAIRED, 5. BUTYL RUBBER COATING WITH PLASTIC WRAP SHALL BE APPLIED AROUND EACH MANHOLE JOINT FROM 3 -- INCHES ABOVE TO 3 -INCHES BELOW EACH JOINT. THE APPROPRIATE PRIMER SHALL BE APPLIED PRIOR TO APPLYING THE RUBBER COATING. INSIDE JOINTS TO BE FILLED WITH PRECOAT PLUG MATERIAL. ENTIRE EXTERIOR SURFACE OF SANITARY SEWER MANHOLES SHALL BE SPRAYED WITH A BITUMINOUS COATING AND ALL EXTERIOR GAP EXPOSURE OF RISER RINGS SHALL BE HACK PLASTERED OR GROUTED WITH NONSHRINK GROUT. 6. THE MANHOLE CHIMNEYS, INCI_UDINIG ALL RISER RINGS SHALL BE SEALED USING FLEX RIB INTERNAL ' CHIMNEY SEAL MANUFACTURED BY CRETEX, NPC, OR A DISTRICT APPROVED EOUAL. THE FLEX RIB INTERNAL_ CHIMNEY SEAL SHALL EXTEND FROM A MINIMUM OF 3 -INCHES BELOW THE TOP OF THE CONE SECTION TO 3 --INCHES OVER THE MANHOLE CASTING FRAME OR PER MANUFACTURERS INSTALLATION PROCEDURES IF DIRECTED OTHERWISE. INTERNAL CHIIAND,' SEAT_ SHALL BE INSTALLED AFTER MANHOLE VACUUM TESTING AND PRIOR TO FINAL ACCEPTANCE. WUtIER TEST MAY BE DONE, PER MANUFACTURER OR DISTRICTS RECOMMENDATION, TO PROVIDE ASSIJRANCE THAT INTERNAL_ CHIMNEY SEAL 15 WATER TIGHT. 7. THE CASTING ELEVATIONS ARF ':,FT BY PLAN, HOWEVER, THE CASTINCS ARE TO BE ADJUSTED iN THE FIELD BY THE DISTRICT'S REPRESENTATIVE SHOULD A DISCREPANCY OCCUR BETWEEN PLAP1 GRADE AND EXISTING GRADE:. NEW MANHOLE RING(S) AND COVER SHALL BE INSTALLED 1.0 ESTABLISH GRADE. MAXIMUM HEIGHT OF ADJUSTING R114CS SHALT_ BE 12 -INCH ON EXISTING STRUCTURE ADJUSTMENT Ai4D 10-111CH MAXIMUM ON NFW CONSTRUCTION. 8. BACKFILL AROUND ALL INSTAI I FD OR PROPOSED MANHOLE STRUCTURES, SIDEWALKS, BIKE PATHS AND/OR ALL PAVED AREAS SHALL BE MADE WITH GRANUI AR MATERIAL (B-BORROW)OP NO. 8 STONE, UP TO 18 INCHES BELOW CROSSSECTION THICKNESS (WHICH SHALL LNCL.UDE "NO. 53" STONE DEPTH), IF MORE SIRINGENT BACKFILL REQUIREMENTS ARE SET OUT PER CITY, TOWN, COUNTY, OR DISTRICT SPECIFICATIONS "THOSE STANDARDS SHALL BE FOLLOWED. 1RENCFI OPENING WITHiN 5 -FEET OF THE BACK OF THE CURB OF PAVED ROADWAYS, SHALL BE BACKFILLED WITH GRANULAR MATERIAL OR NO, 8 STONE IN ACCORDANCE WITH SECTION 211 OF THE CURRENT iNDOT STANDARD SPECIFICATIONS HANDBOOK, 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL STATE HIGHWAYS, CITY, AND COUNTY PERMITS HAVF BEEN OBTAINED BY THE DEVELOPER PRIOR TO START OF CONSIRUCHON. 10. INITIAL ASBUILTS SHALL BE PRESENTED TO THE INSPECTING ENGINEER PRiOR TO FINAL_ SUBMITTAL TO THE DISTRICT FOR REVIEW, OTHERWISF CONTRACTOR SHALL BE REQUIRED TO FURNISH THE DEVELOPER'S ENGINEER WITH A SET OF PRINTS SHOWING ACTUAL SEWER LOCATIONS AND INVERTS INCLUDING LATERAi_ LOCATION, DEPTH, AND LENGTH SUCH ASBUII_T PRINTS MUST BE RECEIVED BY THE ENGINEER BEFORE THE FINAL. CONTRACT PAYMENT CAN BE AUTHORIZED. ASBUILTS SHALL BE SUBMITTED PER THE DISTRICTS CURRENT STANDARD VJH►CH CA1d BE FOUi4D AT WWW.CTRWD.ORG. 11. THE SANITARY SEVIER LATERALS AND STUBS TERMINATION SHALL BE INDICATED ON THE SURFACE WITH A DETECTABLE METAL POST SET IMMEDIATELY ABOVE THE SAID TERMINATION POINT IF FULL CONNECTION IS NOT IMMEDIATELY MADE. 12 ALL SANITARY SEWER LINES UPON COMPLETION WILL BE REQUIRED I0 PASS A LOW PRESSURE AIR TEST. SAID A TED ACCORDING TEST SHALL BE CONDUC DING TO ASTM F1417-92, AND SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR T►TE DISTRICTS REPRESENTATIVE. THE TESTING SHALL BE IN ACCORDANCE WITH TABLE 1 AS FOLLOWS WITH 0.5 PSI BEING ADDED FOR EACH FOOT OF WATER ABOVE THE SEWER LINE BEING TESTED, SEWER LINES SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED AND SUBJE( ,TT TELEVISING ELE SING REQUESTS BY THE DISTRICT. 13. PRIOR TO FINAL DEFLECTION TEST (MANDREL TEST) ALL iyIAINLINES SHALL BE CLEANED AND FREE OF ANY DEBRIS. DEFLECTION TESTS SHALL BE PERFORMED ON ALL FLEXIBLE' PIPE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAY`,. NO POPE SHALL EXCEED A VERTICAL DEFLECTION OF 5% DEFLECTION TEST RESULTS. (*THE FOLLOWING ARE CONSIDERED NON -FLEXIBLE PIPES: COiJCRETE PIPE, DUCTILE IRON PiPE, AND CAST IRON PIPE). THE DEFLECTION TEST SHALL BE PERFORMED WITH A NINE --POINT MANDREL. PROVING RINGS SHALL BE AVAILABLE LF AT TIME OF TEST OTHERWISE NO TESTINGt WILL BE ALLOWED. ALL MANDREL TESTING SHALL BE WITNESSED BY A DISTRICT EMPLOYEE OR THE DISTRICTS REPRESENTATIVE. 14. THE ENDS OF ALL LATERALS ARE TO BE PLUGGED WATER TIGHT WITH A GASKEiED CAP CAPABLE OF WITHSTANDING A LOW PRESSURE AIR TEST WITHOUT LEAKAGE. LATERALS SHALL BE SUBJECT TO VISUAL LEAK INSPECTION AT DOWNSTREAM MANHOLES WITH ALL VISUAL LEAKS BEING REPAIRED 15. BEDDING FOR FLEXIBLE PIPE AND RIGID PIPE SHALL BE NO. 8 CRUSHED STONE FROM 6 -INCHES BELOW TO 12 -INCHES ABOVE THE PIPE. MANHOLES SHALL BE PLACED ON NO LESS THAN 6 -INCHES OF 110. 8 CRUSHED STONE BEDDING. 16, WATER LINE, UTILITY, AND LEGAL DRAIN CROSSINGS AND SEPARATIONS SHALT_ BE IN ACCORDANCE WITH THE MORE STRINGENT OF THE TWO: 327 IAC 3-6--9 OR THE DISTRICTS STANDARD DRAWINGS. 17. THE TRENCH SHALL BE OPENED SUFFICIENTLY AHEAD OF PIPE LAYING TO REVEAL OBSTRUCTION, AND SHALL BE PROPERLY PROTECTED AND/OR BARRICADED WHEN LEFT UNATTENDED, 18. NO WATER SHALL BE PERMITTED TO FLOW INTO THE SANITARY SEWER SYSTEM DURING CONSTRUCTION. CONTRACTOR SHALL UTILIZE A PUMP TO KEEP THE WATER LEVEL BELOW THE PIPE. PUMP DISCHARGE SHALL BE DIRECTED TO A STORM OUTLET IN ACCORDANCE WITH STATE Ai4D FEDERAL LAWS AND REGULATIONS (327 LAC 3-6-20). ANY PIPE ENTERING EXISTING SEWERS SHALL BE PLUGGED WITH SCREW TYPE MECHANICAL, BRACED PLUG UNTIL SUCH TIME AS ALL TESTS ON THE SEWERS AND ALL PUNCH LIST ITEMS ARE COMPLETE, 19. ALL SEWER LATERALS INSTALLED SHALL BE BEDDED THE SAME AS THE MAIN LINE SEWER. 2.0. FORTY-EIGHT (48) HOURS NOTICE SHALL BE GIVEN TO THE DISTRICT PRIOR TO THE START OF SES"!ER CONSTRUCTION. ALSO, 48 HOURS NOTICE SHALL BE GIVEN PRIOR TO DOING ANY TESTING ON THE SEWER, 21. MANHOLE CASTINGS SHALL BE STAMPED SANITARY SEWER (NEENAH CASTING R-1772 OR EAST JORDAN 1022ZiGS) AND BE SELF-SEALING TYPE. THE CASTING FLANGE SHALL BE 34 INCHES AND THE CLEAR OPENING SHALL BE MIN. 20- 13/16 INCHES. WATERTIGHT CASTINGS SHALL BE BOLTDOWN EAST JORDAN 1022Z1PT AND ALSO STAMPED SANITARY SEWER. 22. THE MINIMUM SLOPE OF THE SEWER SHALL BE: SIZE OF PIPE MINIMUM CONSTRUCTED SLOPE 8 -INCH 0.40% 10 -INCH 0.28% 12 -INCH 0.22% 15 -INCH 0.15% 18 -INCH 0.12% 23. THE CONTRACTOR SFIALL_ PROVIDE MEASUREMENTS OF THE SLOPE OF THE SEWER FOR EACH MANHOLE SECTION AS CONSTRUCTION PROGRESSES. SUCH MEASUREMENTS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR OR ENGINEER AND BE AVAILABLE ON-SITE FOR OBSERVATION BY THE DISTRICT'S INSPECTOR. NO MORE THAN THREE MANHOLE SECTIONS CAN BE CONSTRUCTED IN ADVANCE OF SUCH MEASUREMENTS, 24. IN THE EVENT THE CONTRACTOR DOES NOT MEET THE MINIMUM SLOPES, THE SEWER SECTION AND ANY OTHER AFFECTED SEWER SECTIONS SHALL BE RECONSTRUCTED TO MEET SUCH MINIMUM SLOPES. 25, LATERALS ARE TO BE INSTALLED WITH A MINIMUM 14 GAUGE TRACER WIRE FROM TETE WYE TO THE- TERMINUS. FIETERMINUS. UPON LATERAL COMPLETION THE CONTRACTOR FOR THE BUILDING OR HOME WILL EXTEND THE WIRE FROM TH€S TERMINUS TO THE BUILDING CLEANOUT ADJACENT TO THE BUILDING. I Alsl_L I ` INI%IL SPLCIFIEDFI%1F RY-QUIRED FOR A LOpii i1RU1'filr'S17C ,NA)LF1 rFl01 PJflTINDI1•0TFD Il"t.11_t l,,_ ru,r.,rl , ,,tllliilir_ tli,n !1�, Le:",Than l il;a,r antt ror nl(tEu illi ii, ?,,z 1 i I I IIYc I I,llf 411111'11 . 111 1.�f 1- r Tlciaktcr :tilts, . ❑I n.r, f I _. Sn, tali I r n 3 tm l }r n_ r i L I Ill„1 fl.I, t i In. 511M, I mic. it i ;II - u1 +d i1 f[ iht ft _.St !t ;CII tr 1 1511 .s - trll} 11 _ # t[- 1 .. __ - _ _.. _.- € d 3 4 't' a _I' II I Ota 1,46 x r i 4t 1 �3 In .r, � S 11 4fi Ih:: II 4I I'; -i0') SAO 1 5-r) til Illi ',> +'I--. --- -_. I ,. • I , I 4 I '1. T I z._4 t I ti� -Ii , 1{r ?17h �l!I _ij3l 9.t. r� T )."n 17. 1 Ll 4' lI9€ -' I�J4r ._It _- --- - -- .. _-- l_' ]120 1911 ?.I:�l it _fl t _ _- ._t 1s ,1.,J 14:l, I; II 1 i)5i „1 I I I' 1 ,.,I: i'.+ I y 1 74_' I 141 to I J1, I '14 I:' 13 - rf 4' t 31 l-.1 , h i 40 0 _.- --- _ ..,. - _ _ , IF I 41; Itt I r,0?t 1171?tJ L 1 I� i 1y1 I In 7 I I= 1 1 470 t I 1 c I ( til+ I.. } i _Jt n 3tI �a'SI 1 I. ] I l+ 7 r 8 it -- _ I 1 1 ' 1' r II 3�.� 1 vti S 'JIAll I(I,:,, a , I ,3 1 .i 11 I I Of, L 12 '+! I 16 11 W;fl- 46 I 1',JG_ii 1 ti a8 I iff _ ?.� r1 .y._ -)) I I 'iii' I ty 't 1 {Z 'S }:1i 1s)_I1: Ill e'I.1 I I, I':i I i' `: rr,I�I Ii , _ . _ :F:� _ r ,_ F33 31 I+) i .4'= t 1433 0 j Ir4 3A 86;107 Il17 J1 _ I1, i -_ 1 , I 7 t k `- { - - I I I : r�:5" L13� ad I T�; L' 153._ Ir T "4 ,'I saw I-II_ I ` lir ,a(, I �3b I t-1' '-- -- _I,: 6 1 5 1 4 i 3 EROSION CONTROL SPECIFICATIONS: THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION, IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SMALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. TEMPORARY SEEDING IS TO BE APPLIED TO ANY GRADED AREA THAT WILL REMAIN UNALTERED FOR AN EXTENDED PERIOD OF TIME. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. PRESERVE EX{STING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS, IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. DURING DRY WEATHER, KEEP LAWNS WATI*RED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL_ CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM Old -SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORMWATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND "TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY.. FOR SEASONAL VARIATIONS --- SFE SEASONAL SOIL PROTECTION CHART IN THESE PLANS STORM SEWER SPECIFICATIONS: 1. SCOPE OF WORK THE WORK UNDER THIS SECTION INCLUDES ALL STORM SEWERS, STORM WATER INLETS, AND RELATED ITEMS, INCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. 2. MATERIALS A. STORM SEW_RS: 1. REINFORCED CONCRETE SEWER PIPE SHALL CONFORM TO ASTM C-76 CLASS 3 LATEST REVISION WITH JOINTS CONFORMING TO ASTM C-443 LATEST REVISION. 2. STORM SEWERS RANCOR "HIO" PIPE AND ADS OR APPROVED EQUAL: WITH THE FOLLOWING REQUIREMENTS: A. 4 INCH THROUGH 10 HICH MEETING AASHTO M252 TYPE S. 12 INCH THROUGH 36 INCH MEETING AASHTO M294 TYPE S. B. GASKETS MEETING ASTM D1056 GRADE 2A2. C:, FITTINGS MELTING ASSHTO M252 OR AASHTO M294, MEETING ASTM D3350 CELL CLASSIFICATION 324420C: OR ASTM D3350 TYPE III, CLASS C, CATEGORY 4, GRADE P33. B. DRAINAGE STRUCTURES: 1. PRECAST REINFORCED CONCRETE DRAINAGE SECTIONS AND STEPS SHALL CONFORM TO ASTM C-178 LATEST REVISION AND LATEST REVISION OF INDOT PRECAST STRUCTURE DETAILS. 2. CASTINGS SFIALL. BE OF UNIFORM OUAHTY, FREE FROM BLOW HOLES, POROSITY, HARD SPOTS, SHRINKAGE DISTORTION OR OTHER DEFECTS, THEY SHALL BE SMOOTH AND WELL CLEANED BY SHOT 81ASTING OR BY SOME OTHER APPROVED METHOD. THEY SHALL BE COATED WITH ASPHALT PAINT WHICH SHALL RESULT IN A SMOOTH COATING. TOUGH AND TENACIOUS WHEN COLD, NOT TACKY OR BRITTLE. THEY SHALL BE GRAY IRON MEETING ASTM A•-48 LATEST REVISION. 3- J0114TS - STRUCTURE SECTIONS SHALL BE JOINTED WITH RUBBER TYPE GASKETS, THE RUBBER TYPE GASKETS SHALL MEET ASTM C--443 LATEST REVISION. C. SUBDRALNS: 1. PERFORATED PLASTIC PIPE SUBDRA€NS SHALL COLIFORM TO ASTM D3034, SDR 35, ASTM D2729, OR ASTM F405. 3. APPLICATION A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL BE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL COMPLY WITH ALL., APPLICABLE CODES AN REGULATIONS AS AMENDED BY ANY WAiVCRS, CONTRACTOR SHALL FURNISH ALL BONOS NECESSARY TO GET PERMITS FOR CUTS Ai4D CONNECTIONS TO EXISTING SEWERS. B. LOCAL STANDARDS: -THE TERM 'LOCAL STANDARDS" AS USED HEREIN MEANS THE STANDARDS OF DESIGN AND CONSTRUCTION OF THE RESPECTIVE MUNICIPAL DEPARTMENT AND/OR LITILITY COMPANY, C. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALL ACTIVE UTILITIES, SEWERS AND OTHER DRAINS ENCOUNTERED IN THE SEWER INSTALLATION. REPAIR TO THE SATISFACTION OF THE OWNER ANY DAMAGE TO EXISTING ACTIVE IMPROVEMENTS. D. WORKMANSHIP: TO CONFORM TO ALL LOCAL, STATE AND NATIONAL CODES AND TO BE APPROVED BY ALL LOCAL AND STATE AGENCIES HAVING JURISDICTION. E. TRENCHING; LAY ALL PIPE IN OPEN TRENCHES, EXCEPT WFIFN THE LOCAL AUTHORITY GIVE WRITTEN PERMISSION FOR TUNNELING. OPEN THE TRENCH SUFFICIENTLY AHEAD OF PIPE LAYING 'TO REVEAL ANY OBSTRUCTIONS. THE WIDTH OF THE TRENCH SHALL BE THE INSIDE PIPE DIAMETER PLUS 24 INCHES FOR 12 INCHES ABOVE THE PIPE. SHEET AND BRACE TRENCH AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. ALL TRENCHING TO COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH AD,MiNISTRATION STANDARDS. KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION IS IN PROGRESS. UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT T1IE DISCHARGE FORM TRENCH DEWATERING TO DRAINS OR NATURAL DRAINAGE CHANNELS. F. SPECIAL SUPPORTS: WHENEVER, IN TETE OPINION OF THE ENGINEER, THE SOIL AT OR BELOW THE PIPE GRADE IS UNSUITABLE FOR SUPPORTING SEWERS AND APPURTENANCES SPECIFIED IN THIS SECTION, SUCH SPECIAL SUPPORT, IN ADDITiONT THOSE SHOWN OR SPECIFIED, SHALL_ BE PROVIDED AS THE ENGINEER MAY DIRECT, AND THE CONTRACT WILL BE ADJUSTED, G. BACKFILLING 1. RCP BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH EARTH OR GRANULAR MATERIAL FREE FROM LARGE STONES, ROCK FRAGMENTS, ROOTS OR SOD. TAMP THIS BACKFILL. THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE. FOR THE REMAINING TRENCH DEPTH, BACKFILL WITH EARTH OR GRANULAR MATERIAL CONTAINING STONES OR ROCKS NOT LARGER THAN 4 INCHES, BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. 2, HDPE BACKFILLING: FOR DEPTH OF AT LEAST 12 INCHES ABOVE THE TOP OF THE PIPE, BACKFILL WITH GRANULAR MATERIAL, COMPACT THIS BACKFILL THOROUGHLY TAKING CARE NOT TO DISTURB THE PIPE, FOR THE REMAINING 1 BENCH DEPTH BACKFILL WITH EARTH OR GRANULAR MATERIAL.CONTAINING STONES OR ROCKSNOT LARGER THAN 4 INCHES, BACKFILL UNDER WALKS, PARKING AREAS, DRIVEWAYS AND STREETS SHALL BE GRANULAR MATERIAL ONLY THOROUGHLY COMPACTED BY APPROVED METHODS, TRENCHES PARALLEL TO AND WITHIN 5 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIALS. H, S UBDRAINS: ALL SUBDRALNS ON SITE SHALL BE OF THE SFE AS SHOWN AND SHALL BE PLACED AS SHOWN ON THE PLANS. THEY SHALL HE CONSTRUCTED TO THE GRADES AS SHOWN ON "THE PLANS. I. UTILITIES: IT SHALL_ BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND C CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL_ ALSO, BE THE CONTRACTORS RESPONSIBILITY TO CONTACT THE OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED THE CONTRACTOR SHALL NOTIFY IN WRITING THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED, J. QUAL TY CONTROL 1, CONTRACTOR SHALL CONTACT 'HDPE BEFOREECO CONSTRUCTION BEGREPRESENTATIVEMS. MANUFACTURE'S SHALL BE ON SITE AT BEGiNNING OF CONSTRUCTION FOR REQUIRED FiELD OBSERVATION. - 2. MANUFACTURER'S � REPRESENTATIVE SHALL VISIT SITE A ,MINIMUM OF 2 VISITS, ONCE AT START OF CONSTRUCTION AND ONCE DURING INSTALLATION OF PIPING. PAVING SPECIFICATIONS. - 1. SCOPE OF WORi< THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL EXTERIOR CONCRETE AND BITUMINOUS PAVING AND RELATED ITEMS NECESSARY TO COMPLETE THE WORK INDICATED ON DRAWINGS AND DESCRIBED iN THE SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO: ALL DRIVES, PARKING AREAS IN CONTRACT LIMITS CURBS AND GUTTERS SIDEWALKS AND CONCRETE SLABS, EXTERIOR STEPS 2. iv1ATERIALS A, CONCRETE: CONCRETE SHALL BE READY-MADE AND SHALL BE A MIX OF PROPORTIONED FLUE AND COARSE AGGREGATES WITH PORTLAND CEMENT AND WATER. MINIMUM CEMENT CONTENT SHALL BE 6 BAGS PER CUBIC YARll OF CONCRETE AND MAXIMUM WATER CONTENT SHALL BE 5,5 U.S. GALLONS PER SACK OF CEMENT, INCLUDING MOISTURE IN THE AGGREGATE. SLUMP FOR NORMAL_ WEIGHT CONCRETE SHALL BE A MAXIMUM OF 4 INCHES AND A MINIMUM OF' 2 INCHES. THE SLUMP OF MACHINE PLACE CONCRETE SHALL BE NO LESS THAN 1-1/4 INCHES NOR MORE THAN 3 INCHES. STANDARD TEST ASTM C0143 SHALL BE USED TO MEASURE SLUMP, MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 4000 PSI. ALL EXTERIOR CONCRETE SHALL HAVE AIR ENTRAiNM[NT OF 5% TO 8% BY VOLUME PER ASTM CO260, RETEMPERtNG OF DELIVERED CONCRETE WILL NOT BE ALLOWED, CONCRETE SHALL BE COMPOSED OF: 1, PORTLAND CEMENT: CONFORMING TO ASTM C-150, TYPE IA OR TYPE IIIA. 2. AGGREGATES: CONFORMING TO ASTM C--33. 3. WATER: SHALL BE CLEAR AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIC ORGANIC MATERIALS OR OTHER DELETERIOUS SUBSTANCES. B. WELDED STEEL WIRE FABRIC: WHERE REQUIRED FOR CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A185. C. PRE MOLDED JOINT FILLER: SHALL BE 14ON-EXTRUDING TYPE MEETING ASTM D-544, EXCEPT THAT PRE MOLDED JOINT FILLER USED IN CONCRETE WALK CONSTRUCTION MAY BE EITHER NON -EXTRUDING OR RESILIENT. D. BITUMINOUS PAVEMENT MATERIALS: ALL MATERIALS PROPOSED FOR THE CONSTRUCTION OF BIiUMINOUS PAVEMENTS SHALL.. COMPLY WITH THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS LATEST VERSION SHALL BE USED. E. COMPACTED AGGREGATF SUB -BASF: SHALL BE CRUSHED STONE OR GRAVEL. CRUSHED GRAVEL SHALL BE A MINIMUM OF 35% CRUSHED MATERIAL. FINES SHALL BE LIMITED TO A MAXIMUM OF 8% OF THE TOTAL, MATERIAL SHALL BE FREE FROM AN EXCESS OF FLAT, CLONGATED, THINLY LAMINATED SOFT OR DISINTEGRATED PIECES, AND SHALL BE FREE FROM FRAGMENTS COATED WITH DIRT. COMPACTED AGGREGATE SHALL_ BE GRADED AS FOLLOW: PER LATEST REWSIONS. SIEVE SIZE % PASSING 1..1/?„ 100 1" 80-100 3/4" 79-90 1/2" 55-80 #4 35-60 #8 25-50 #30 12-30 #200 5--10 3. APPLICATION A. GRADING: DO ANY NECESSARY GRADING IN AODITION TO THAT PERFORMED IN ACCORDANCE WITH EARTHWORK SECTION, TO BRING SUB GRADES, AFTER FINAL COMPACTION, TO THE REQUIRED GRADES AND SECTIONS FOR SITE IMPROVEMENT. H. PREPARATION OF SUB -GRADE: REMOVE SPONGY AND OTHERWISE UNSUITABLE MATERIAL AND REPLACE WITH STABLE MATERIAL. NO TRAFFIC WILL BE ALLOWED ON PREPARED SUB -GRADE PRIOR TO PAVING. C. COMPACTION OF SUB -GRADE: THE FIRST 6 INCHES BELOW THE SUB -GRADE SHALL BE COMPACTED TO AT LEAST 10OZ OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE PROVISIONS OF AASHTO T-99. WATER SHALL BE PREVENTED FOR STANDING ON THE COMPACTED SUB -GRADE D. UTILITY STRUCTURES: CHECK FOR CORRECT ELEVATION OF ALL MANHOLE COVERS, INLETS, VALVE BOXES AND SIMILAR STRUCTURES LOCATED WITHIN AREAS TO BE PAVED AND MARK. OR HAVE MADE ANY NECESSARY ADJUSTMENTS IN SUCH STRUCTURES. E PLACING CONCRETE: 1. SUBGRADE: PUKE CONCRETE ONLY ON A MOIST, COMPACTED SUBGRADE OF BASE FREE FROM LOOSE MATERIAL, PLACE NO C014CRETE ON A MUDDY OR FROZEN SUBGRADE 2. FORMS: ALL FORMS SHALL BE FREE FROM WARP, TIGHT ENOUGH TO PREVENT LEAKAGE AiJD SUBSFANTIAL ENOUGH TO iyAINTAIN ]HEIR SHAPE AND POSITION WITHOUT SPRINGING OR SETTING, WHEN CONCRETE IS PLACED. FORMS SHALL BE CLEAN AND SK40OTFI IMMEDIATELY BEFORE PLACING CONCRETE. 3. PLACING CONCRETE: CONCRETE SHALL BE DEPOSITED SO AS TO REQUIRE AS LITTLE HANDING AS PRACTICABLE. WHEN CONCRETE IS TO BE PLACED AT AN ATMOSPHERIC TEMPERATURE OF 35 DEGREES F, OR LESS, PARAGRAPH 702.10 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISION SHALL BE FOLLOWED, F. CONCRETE CURB: 1. EXP i�`sT JOINTS: SHALL BE 1/? INCH THICK PRE MOLDED AT ENDS OF ALL RETURNS AND A MAXIMUM SPACING OF 100 Fi €I H JOINTS T ALL BE J TT PROVIDED, JOINTS SSPACED CONTRACTION JOINTS: UNLESS 0 T E 0 IDED COGO 5 AC D 2 0 10 FEET ON CENTER. 3. FINISH: TAMPA D CONCRETE AS SOON AS PLACED, At ANY HONEYCOMBED PLACES, F►NISF# SQUAB S TO T/4 INCH T2ADIUS AND O"fNER CORNERS TO RADII SHOWN. `--' _r.� CORN G. CONCRETE WALKS AND EXTERIOR STEPS: 1. SLOPES: PROVIDEz INCH PER FOOT CROSS SLOPE MAKE ADJUSTMENTS IN SLOPES A WA L< INTERSECTIONS AS NECESSARY TO PROVIDE PROPER DRAINAGE. 2, DIMENSIONS: WALKS AND STEPS SHALL BE ONE COURSE CONSTRUCTION AND OF WIDTHS AND DETAILS SHOWN ON THE DRAWINGS, 3. FINISH: SCREED CONCRETE AND TROWEL WITH A STEEL TROWEL TO A HARD DENSE SURFACE AFTER SURFACE WATER HAS DISAPPEARED. APPLY MEDIUM BROOM FIiJISH AND SCRIBE CONTROL JOINTS AT 6 FEET SPACING. PROVIDE 'f INCH EXPANSION JOINTS WHERE SIDEWALKS INTERSECT, AND AT A MAXIMUM SPACING OF 48 FEET BETWEEN EXPANSION JOINTS. H. CURING CONCRETE EXCEPT AS OTHERWISE SPECIFIED, CURE ALL CONCRETE BY ONE OF THE METHODS DESCRIBED IN SECTION 501.17 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST" REVISION SHALL BE USED, L BITUMINOUS PAVEMENT: HOT ASPHALT CONCRETE PAVEMENT SHALL BE AS SPECIFIED IN SECTION 402 OF THE INDIANA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS, LATEST REVISIONS SHALL BE USED. PAVING WILL NOT BE PERMITTED DURING UNFAVORABLE WEATHER OR WHEN THE TEMPERATURE IS 40 DEGREES F. AND FALLING. J. COMPACTED AGGREGATE SUB -BASE: THE THICKNESS SHOWN ON THE DRAWINGS IS THE MINIMUM THICKNESS OF THE FULL COMPACFED SUB -BASE. COMPACTION SHALL BE ACCOMPLISHED BY ROLLING WITH A SMOOTH WHEELED ROLLER WEIGHING 8 TO 10 TONS. COMPACT TO 95% COMPACTION USING STANDARD TESTING PROCEDURES. ALONG CURBS, HEADERS AND WALLS AND AT ALL PLACES NOT ACCESSIBLE TO THE ROLLER, THE AGGREGATE MATERIAL SHALL BE TAMPED WITH MECHANICAL TAMPERS OR WITH APPROVED TAMPERS. NOTE: SEE SHEET C302 FOR PAVING IN ROW AND CURBING SPECIFICATIONS FOR ALL CURBS 2 1 1 WATER LINES: 1. SCOPE OF WORK A. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL COLD WATER DISTRIBUTION LINES, VALVES, METER PITS, HYDRANTS, AND RELATED ITEMS INCLUDING EXCAVATING AND BACKFILLING NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGS. THE END OF WATER SERVICE LINES SHALL BE TIGHTLY PLUGGED OR CAPPED AT THE TERMINAL POINTS PENDING THE CONNECTING TO ALL SUCH LINES OF THE BUILDING PIPING AS SPECIFIED IN THE PLUMBING SPECIFICATIONS AND ARCHITECTURAL DRAWINGS. 2, MATERIALS A. DUCTILE IRON PIPE: DUCTILE IRON PIPE SHALL MEET AWWA C-150 AND C-151 SPECIFICATIONS. PIPE SHALL BE CEMENT LINED PER AWWA C-104. B. COPPER TUBING: SHALL BE SEAMLESS, ANNEALED COPPER TUBING COMPLYING WITH FEDERAL SPECIFICATION WW -•T799. FITTINGS SHALL BE WROUGHT COPPER OR CAST BRONZE WITH SOLDER JOINTS. SOLDER SHALL BE OF A COMPOSITION RECOMMENDED BY THE MANUFACTURER OF THE FITTINGS. C, FIRE HYDRANTS: SHALL COMPLY WITH AWWA SPECIFICATION C-502 AND SHALL MEET LOCAL STANDARDS AND REQUIREMENTS, PARTICULARLY AS TO NOZZLE DIAMETERS AND THREADS, DIRECTION OF OPENING AND DIMENSIONS OF OPERATING AND CAP NUTS. FIRE HYDRANTS SHALL HAVE ONE PUMPER AND TWO HOSE NOZZLES, A VALVE OPENING NOT LESS THAN 5 INCHES AND A 6 INCH INLET CONNECTION. THE LENGTH OF THE HYDRANT BARREL SHALL BE DETERMINED BY THE SPECIFIED DEPTH OF COVER OVER THE PIPE. D. VALVES: ALI_ VALVES AND STOPS SHALL HAVE ENDS SUITED OR ADAPTERS SMALL BE PROVIDED FOR THE PROPER INSTALLATION IN THE LINES IN WHICH THEY ARE LOCATED. VALVES SHALL MEET LOCAL STANDARDS OR IN THE ABSENCE OF SUCH STANDARDS, THE FOLLOWING REQUIREMENTS. 1. VALVES IN CAST IRON PIPE SHALL BE IRON BODY, BRONZE MOUNTED, DISC GATE VALVES CONFORMING TO AWWA SPECIFICATION C-500. THEY SHALL OPEN IN THE SAME DIRECTION AS THOSE USED IN THE LOCAL WATERWORKS SYSTEM. VALVE STEMS SHALL TERMINATE 11v1 2 INCH WRENCH NUTS. FURNISH TWO (2) KEYS. 2. VALVES IN COPPER PIPE SHALL BE STANDARD BRASS BODY, ROUND -WAY, GROUND -KEY STOPS, WITH T HEADS. FURNISH TWO (2) KEYS. E. VALVE BOXES: SHALL MEET LOCAL STANDARDS OR IN THE ABSFIdGE OF UGIT, SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FOR IRON BODY VALVES, BOXES SHALL BE APPROVED STANDARD BUFFALO -TYPE CAST IRON, ADJUSTABLE SHAFT BOXES, HAVING A MINIMUM SHAFT DIAMETER OF 5-1/4 INCHES. 2. FOR BRASS BODY VALVES (STOPS) BOXES SHALL BE APPROVED STANDARD CAST IRON EXTENSION SERVICE BOXES, HAVING A MINIMUM DIAMETER OF 2-1/2 INCHES AND HAVING LID HELD IN PLACE BY A BRASS OR BRONZE BOLT, THE CASTINGS SHALL_ BE COATED WITH TWO COATS OF COAL -TAR PITCH VARNISH. FURNISH TWO (2) KEYS FOR BOLT IN LIDS. 3. APPLICATION: A. PERMITS AND CODES: THE INTENT OF THIS SECTION OF 'THE SPECIFICATIONS IS THAT THE CONTRACTOR'S BID ON THE WORK COVERED HEREIN SHALL HE BASED UPON THE DRAWINGS AND SPECIFICATIONS BUT THAT THE WORK SHALL_ COMPLY WITH ALL. APPLICABLE CODES AND REGULATIONS, CONTRACTOR SHALL FURNISH ALL NECESSARY BONDS TO GET PERMITS FOR CUTS AND CONNECTIONS. B. EXISTING IMPROVEMENTS: MAINTAIN IN OPERATING CONDITION ALT- ACTIVE UTILITIES AND SEWERS AND OTHER PIPE SYSTEM THAT MAY BE ENCOUNTERED. C. TRENCHING: LAY ALL PIPE IN OPEN TRENCHES, FXCFPT WHEN LOCAL AUTHORITY GiVES WRITTEN PERMISSION FOR TUNNELING. PROVIDE SEPARATE TRENCH FOR THE WATER LINE AT LEAST 10 FEET HORIZONTALLY FROM ANY SANITARY SEWER, IN LOCATIONS WhIFRE SEPARATE TRENCHES FOR SEWER ANDD WATER LINES ARE IMPRACTICABLE, LAY THE WATER PIPE ON A SOLID SHELF AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. D. WIDNI OF TRENCH: EXCAVATE TRENCHFS 12 INCHES EACH SIDE OF THE PIPE FOR PROPER INSTALLATION OF PIPE. E. SHEETING AND BRACING: SHEET AND BRACE TRENCHES AS NECESSARY TO PROTECT WORKMEN AND ADJACENT STRUCTURES. AI_I_ TRENCHING SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION STANDARDS, F. WATER REMOVAL KEEP TRENCHES FREE FROM WATER WHILE CONSTRUCTION THEREIN IS IN PROGRESS, UNDER NO CIRCUMSTANCES LAY PIPE OR APPURTENANCES IN STANDING WATER. CONDUCT THE DISCHARGE FROM TRENCH DEWATERING TO DRAINS, OR NATURAL DRAINAGE CHANNELS. PIPE G GRADING TRENCH BOTTOMS: THE BOTTOM 0 QUADRANT OF THE F SHALL BE FULLY AND UNIFORMLY SUPPORTED. THE FULL LOAD SHALL REST ON THE BARREL OF THE PIPE. "THE TRENCH MAY BF EXCAVATED TO A DEPTH OF 4 INCHES OR MORE BELOW FINAL GRADE WITH SAND, CRUSHED STONE OR GRAVEL BACKFILL TO BRING IT BACK TO PIPE LAYING GRADE. FOR A DEPTH OF AT LEAST 12 INCHES ABOVE TETE TOP OF THE PIPE BACKFILL WiTH RCE ERIAL F FROM LARGE STONES ROUTS EARTH UR GRANU R MAT LA F R OR FROZEN CLOGS. TAMP THIS BACKFILL THOROUGHLY TAKING 0 0 CARE NOT TO DISTURB THE PIPE. BACKFILL UNDER WALKS, PARKING AREAS DRIVEWAYS AND STREETS WITH GRANULAR MATERIAL ONLY AND TAMP THOROUGHLY, BY APPROVED METHODS. TRENCHES PARALLEL TO AND WITHIN 10 FEET OF PAVED ROADWAYS SHALL ALSO BE CONSTRUCTED WITH COMPACTED GRANULAR MATERIAL. H. TESTS: BEFORE JOINTS ARE COVERED, FiLL THE PIPING WITH WATER, OPENING HYDRANTS OR OTHER OUTLETS TO EXPEL AIR. TEST THE PIPING FOR LEAKAGE AS REQUIRED BY TFIE LOCAL UTILITY, INSPECT ALL JOINTS FOR LEAKAGE AND REMEDY ANY LEAKS. UPON COMPLETION OF THE WATER LINES, FLUSH OUT THE SYSTEM UNTIL THE WATER RUNS CLEAR. AS SOON AS THE SYSTEM HAS BEEN FLUSHED OUT, IT SHALL BE STERILIZED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL UTILITY. I. IF A HORIZONTAL DISTANCE OF 10 FEET CANNOT BE MAINTAINED BETWEEN THE WATER LINE AND THE SANITARY SEWER LINE, THE SEWER MUST BE CONSTRUCTED OF WATER WORKS GRADE DUCTILE IRON PIPE WITH MECHANICAL JO€NTS WITHIN 10' OF EITHER SIDE THE WATER LINE. J. UTILITIES: IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO VERIFY ALL EXISTING UTILITIES AND CONDITIONS PERTAINING TO HIS PHASE OF THE WORK. IT SHALL ALSO BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE 0 00 d) N l:I 4 > cd m 0 10 on a) *.4 O U -1-+ , .-r d N icd0 ') . 4; CD.�.� kn b ," 2 ra `: K - 00 �O 1-+ a �t I'D d' 1n ``O �O C:� I r 1 110 cV M 0000 �t 0`00 t-- C) V- -4 p '" M 00 M C) C 'C (U 2 .0 � 0) U C LU 4-i .5 U 0 L_ _< (1) _Ca C >' U � 0 70 � C t0 '0 -I C m I- ;1_1 W 9 04 a w a W wi x d a Q I X. \`\111µ1I1 I i fill///////, l url/////r \\\\S K. S H1,I /, �����x�� ti GIST I? �y //1 �- N0. - _ ;10200392: -o ``•. STATE OF 1Q "��ii �S�ONAI �a ��``" ////0/m l 1111100. a", 14 ll1t J,UIES K. SHINNEMAN P.G. 10200397. OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED_ T THE CONTRACTOR SHALL NOTIFY IN WRITING -THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON .1 THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR I 4 C, a K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD I I Q in W U, Uq m (r,' Z Q� W w CIA W e `E UU W �,U � SHALL BE SUBMITTED TO THE LOCAL UTILITY AS E7 f ,- i w °' , o 0 w a U x a A o Q ra U `c Q y.EU U �s n 1- m tt 9 �z 0 � 0 0 ,1 �� 3 ` :,3 1 f' o a 1 W ,n 0 r" f �) m N in a M1 1 t 3 • .,n `:. r. " ;� ... _,-: 7 Y `, 1 I xI a (�lfr, J If , 3 Know What"s below. r=r," 1 wwi" � ��� before ou d W �D r)�; a-- r n � 'r `'' .l 4 l.�,, Within Indiana Call SFIFFT NO. 2 a a Qw w dd CIL Z N rn 22-1 o o l;.l O rn Q 0 � � 5! m w \`\111µ1I1 I i fill///////, l url/////r \\\\S K. S H1,I /, �����x�� ti GIST I? �y //1 �- N0. - _ ;10200392: -o ``•. STATE OF 1Q "��ii �S�ONAI �a ��``" ////0/m l 1111100. a", 14 ll1t J,UIES K. SHINNEMAN P.G. 10200397. OWNERS OF THE VARIOUS UTILITIES BEFORE WORK IS STARTED_ THE CONTRACTOR SHALL NOTIFY IN WRITING -THE OWNERS OR THE ENGINEER OF ANY CHANGES, ERRORS OR OMISSIONS FOUND ON THESE PLANS OR IN THE FIELD BEFORE WORK IS STARTED OR RESUMED. K. NEW WATER LINE CONSTRUCTION: CONTRACTOR TO RECORD DIMENSION OF EACH WATER STUB AND VALVES FROM NEAREST FIRE HYDRANT MEASURED ALONG WATER MAIN. THE LOCATIONS OF HYDRANTS AND WATER VALVES, ALONG WITH ANY OTHER _; CONSTRUCTION CHANGES ARE TO BE INCORPORATED ON THE ORIGINAL CONSTRUCTION DRAWINGS AND 'RECORD DRAWING" PRINTS SHALL BE SUBMITTED TO THE LOCAL UTILITY AS SOON AFTER COMPLETION OF CONSTRUCTION AS POSSIBLE. r I w � ) :. , ` !"-7-11"", 1- 4 tt 9 ,1 �� 3 :,3 1 f' a 1 r" f �) M1 1 t 3 • .,n `:. r. " ;� ... _,-: 7 Y `, 1 I xI 0 (�lfr, J If , 3 Know What"s below. r=r," 1 F4 a � ��� before ou d W _ � YQ. r n � 'r `'' .l 4 l.�,, Within Indiana Call SFIFFT NO. N CO O m d S 6 9 U 9 a, v r., M r z z� . 5 U) E 7,� Q r., - I, ., o c Ie_ 1 ci r Fx-I tj r IIP ---H In� fa -1 E '� U1 I -, __ 811 or 800-382-5544 1� ' i $ 24 Hours; o Day, 7 Days o Week. II 9 e -wy rk-./ ill I } j1, yl ' PER INDIANA STATE LAW IC 8-1-26. I -~� IT IS AGAINST THE LAW TO EXCAVATE ti �Jvnl_ WITHOUT NOTIFYING THE UNDERGROUND ,i ,j -- PROJECT NO. (� �j J t f LOCATION SERVICE TWO (2) WORKING 0c'7.V54fv 1 `'t % - t'1-_ DAYS BEFORE COMMENCING WORK. � �, 1� " � � 01 Z �� ( " ,r "') 0 M U �, , E . 0 ID C 0 1� . (3) I I 6, C I 1� I - cli - �J_ 0 V) �4 0 - 0) co 0 1`1 3: ,- �,, � a- 0 W 0 t__-) ,� r �L 0 N , , I " � ±O� '. ".I )_ _ o 6i C5 ­� .. 7� C� � W � D" 6 T C, L'I r- � � 0 X , < , � _�, � - cl fi� - 10 - I 9 1 8 1 7 1 6 City of Carmel RIghf­-of--Woy Paving Policy City of Carmel Right -of --Way Paving Policy November 2, 2005 November 2, 2005 1 ) General 4)Aspholt Pavement A)The work subject to the requirements of this policy shall include the production, houling/delivery, A)General spreading, finishing, compaction and other work necessary to prepare -foundations, install aggregate Whis work sholl consist of placing one or more courses of base, intermediate, or surface hot mix bases and install one or more courses of base, intermediate, Or surface hot rnix asphalt mixtures asphalt (HIVIA) mixtures on u prepared foundot;on it) accordance with Soction 105-03 of the within existing or proposed right--of-way for roadways, auxiliary lanes and aspholt mult'i-use paths- Standard Specifications. _C B)This policy shall be 'he basis for acceptance of the work by the City. Failure to adhere to the b)I-IMA base, intermedicitc, or surface mixtures slicil be constructed on prepared foundations and to requirements of this policy may result in non --acceptance of the wol-k or other retnedles outlined in thicknesses equal or areater than those indicated on the approved construcUon documents. 'production this policy- c)Moteriols used in the of the HMA rnix'tures shall be in accoidance with Section 1011.0"i C)Workmonship, materials and quality of the work completed shall conform to the 2006 Standard 0-1 the Standard Specifications. Specification!3 of the Indiana Department of Transportation (hereinafter referred to as Standard d)EquiDment for 14MA operations, including but not limited to production, �-,<jtilitio/'trarisi)oriij'ki4�,ii, ' Specifications), except where deviations are allowed herein, or variances are granted. � layclown, compaction arid miscellaneous/ancillory activity shall be in af,cordarice wiLh �(-,�(Alon 4109 D)Where the r-ninimum standards of any othor governmental agency having concurrent jurisdiction of '�he Standard Specifications - exceed these standards, the higher standards shall apply, o)'Insf.cliation of the full pavement section indicated on the approved constrm.-Aion doctlrlwrltz� for the QIf any plan or other norte or specification on the approved construction documents exceeds the cn'tre area to be paved rnust be completed in the son -re paving soason. mininnum standards of this policy, the higher standards shall apply- f'Widening operations Shall comply with the folloviring: - F)Nothing contained herein shall be construed as prohibiting the design and construction of (1) The outside face of the ex'covated area shall be left as nearly vertical as the nature of the i Improvements meeting higher standards, nor as discouraging petitions to appropriate governing material will permit arid not wider than the Outside limits of the widening section. bodies for variances for alternatives which can be supported by advances in technology and are (2) *rhe existing poverrient adjacent to the v�idenirwj arect sholl be _-awcuf to a clean edge. encies with concurrent jurisdiction- (3) 'The subgrocle in the widened areo shall be corripocLed in occordarice with this policy. G)AII work. sholl comply with the requirements of Section 105.03 of the Standard Specif I cations. (4) Widening Mixtures shall comply with the poveryient Section indicated or, tlie approvcd H)For the purposes of this policy, where -the term Eng'neer is used in this policy and 'the Standard construction documents. Specifications, it shall mean: 1�1 (5) oompacLion Of the widening shall be in accordance with Section _304,05 of 1he �tandord d)The Carmel City Engineer, staff of the Department of Engineering, other personnel employed by , Spec 'ficotions. 'lie City of Carmel, or authorized agent(s) that may be retairied to represent the City of Carmel. B)Prepara Lion C The Hamilton County Highway Engineer, staff of the Hamilton County Highway Department, other 43) ') a) Fhe Aggregote BoSe shall be subject to additional proof rolls in accordance with Section 203.26 of personnel employed by Hamilton County, or oluthorized ogent(s) that may be retained to represent the Standard Specifications just prior to placing the HMA courses ir) accordance with Section 31)(iii) Hamilton County Highway, depending on the location of tho %vork� of this policy. Unacceptablc orcas sholl be corrected to the �,otisfaction of the Engineer before� Orly 1) Authority of the Engineer over the work shall be per Section 105,01 of the Standard Specifications- opercltion,� coromence, , J)Prior to commencing the work, 'the Contractor performing the viork shall contact [lie Engineer to I ,)Paving All displacement of rul:Linq of thle Aggregate Unse sholl be re,poired prior to placing HMA mixtures. schedule a pre -construction meeting to review the Engineer'-, Col),36-OCtiOn reC41.1irernents. staff c)kfilled asphalt surfaces sholl be Lacked in occerriorice with Section 406 of the Standard notification require ments, required 'Inspections for certain stages ,of tile work (,.rid to review the 1:1 opecification,3. authority of the lEngineer as it relates to the work, I (0spholt Surfaces bebween cour,�3cs Shall be tocV,ri in occordonco with ',)P-Gti(:jn 40C, of the Standard IOUndor no circumstances shall work subject to the standards established by thi,� policy conimence 'Specifications. without obtaining approved construction droveings by the City of Carmel Pieportnien! ej FrIginooring. E,)Contact suriaces ol curhin( - I, gritters, mGnholen, cin(i other qtructurcc,-� shall be Locked in accordance r_4 tNith Section 406 of Life Slamdord `3p(--6fica1I,)I!,�_ A)Gcneral f) 1)urface�, on which a rnixbire is placed shall Lie iF,-(- frorn o-bliectionoble or foreign materials (it the a)This work shall consist of the c.on�,tructiQn ' /preparation of tile foundrition in ac( ordarwc v4th I time of placement, Section 105.03 of the Stondord Specifications, q)Tack Coat, n-viterial t,holl I)o dF-.1rikutf�:d with eqI)ipI)Ic,rd nweting the requirouncrits of Section O)Excavation and Li-ribankmont 1109.03(o) of the Stondord '_'!P��,:if1,:.at1()f15. , , a)PIrior to beginning excavation and ennhankment Operations, all ri,��cc!3-�(lry cleuriwj, yrribbin I 91 C)Weatiler and Seri,,�onal Ij1-fI1`11ntic,I*; - I -tibsequent bockfill-ing for ternove'd items vMI-1-11-1 the slope stake k ,,calping and top,�oil strippiriq and s ' a)HMA (,arr,,�es ­,holl be rjloc�ed �vhen lh­ arnbf��lli !�,'tnpero�:rlre and thc- temperature of the surfirce , � �� .1 , - -1 limits shall be n�,�,rfornic.d in uccordance with s,ection 2,I)IJ-0 ond 2011.0d of the Standard ? , I I I I - - (71c) I The Fnoineer �.-holl deiermir)e tilt" orilhit,fl` of) vill,ch it i" to he Otl�_ed is 4`),F 0 1 112)QVC'1� 1 � I I , , I Specificatiow,�_ Ali topsoil, vegetation, root--, sllun-ips, frioble and dr3It­_J,,,!rious material shall be t�--f!)poini'lln" Fher-(-, -1,hell 1)e m) provision for low temperoLure �;otrtpociton ollo,,vc,-d I,i,,; '�(�c!lon ,'f(_V/'.l6 - completely rernoved within tire lirrilt�,, of lht,- �,,Icpe, �Aol�c_'5_ (:,) �',;e 5_,tolldord �;!)ecif�c"Otiorl,3� - I i b)FxcavoLions i,)'i,I,­ ;ilixi,kire -1-holl i/7, rdoc,ecl or) (I frozeri �iuborode_ I (111) After excavation operations, rill spongy 01-i'd yi-_,'I(iil1(I motcrial that does not readily cornpil(-.t �.)UrrtWi nu 6i,�-,'Arrl5b�nc�!�,, ,�holl HMA mixhires be plact(I bet,a(�cri Itle, (�tnh 'r i �� (fit(] ',�Ior(-,h ,40 - shall be reniovi��d froin within the slopc, ,,,toke litoits and the reF.ufting void shrill Lie relilled viiL'�'i dlk ., fouqdti�iorf ih(A i,� lo reCeive one Or niore (�oijfscs of bw-,�(-, flil_�--[!nt�,drutt�-, or surfo,,e 1I.',,11A su fl-cibl,:-, m. ate.riol and compacted it) frccc�rdaiice ,,vith Section 203 of the Standard Spe,,-�Ifi(ir­:'Liofi­ I rlwo�rr�; i­� plriccd and doteri-nined to [-)e an oppitoved foundollon 1-,y ih�_ ci[y prior to Novt-JUlber (2) Any pronounce.d depression,, within t1w, sic -pe -,I,-:rke lirnit.5 resulting after exr.ovo6ort opc,-ubor­� , - ) 0. rfla,c�,rnent of HMA courses v.,ill bc ,illow,ed up to D,_eirrbel 11L), provide�,_f th-,,�t the. orribient Und stiall ke refilled with suitable material ond conip,jclv�d in accordance with Section 203 of the I I - I , ­rIf -1perOtUre 1�0111pii(,15 With tho requirern,,,nt�; of `,�-,.(Aion 41(,�(i*) of Ui�, p(,di y Qn _uildatioil 1. feCC tCn " � I C d Standord 'Spocifications. � the povir-v,-, �,ontroctor pay for, the. seroce3 of a full tirric con-�-JfU11:I'?011 :�1�43;�,Ool- 01IJ wflc� -11holl (7jcl, , c)F_trihcjn�,.nrc-rl'r5 !i-�-- im ouithorized agent of tile Enyincf?r_ The fn�)fflc�:-,,r 5�htlll :3e-k�(:11 Ow �:on�truchorl im-,pector- , ­ - � 1) L'�mb(Iril"'irie'nts shall be constructed in occ.-o-doric.c, ,,,,;,tli ,�',ection 203 of the Standard , - I I ,-�! , : I ilw orribi"'Fl, -1 I I Ii! - I c1nd f0UrId0ti0FI surfOcc, tOrYlPerahire (,ornplre,_� with U'l.",- 111,1,plir�;(Ir,�-,rlt,,-, a,' '_�,-ct �,)11 4G(i) � ­ — S 1p�,�c i f i C (I t1i 0 I -I s � ' '' �-: I -�.--,i,, policy between April 1 arid April 15, Ht,,iA course �iholl be ,-iflo%,�,,,�l `W 1� f)lrtr�;d c�n ��m 4,11 I � I ly compact Shall be removed frorn within (2) All ,,.pon, , and yielding material t[r(jt �roc,,s not rcof I a p ,p rov c � - �, u 11-1 �� foundation provided that the paving contractor pay far th�: �,�?i�-ice,,� of f 11 "I - the �-_dope stoke limics pirlor to embankment operotions. cor)�;trrlction inspector tind who shall act as on authorized agerit, oi tne 1-,n(-wiear� lhe I-il(prI201- (3) Any p1-0rIr)LJn('e.d df:Pr(_-sF;lon---, within the slope stake limits resulting after clearing, grubbing, shall sele,;t Lke const?oction Insfic--cior. scalping and iop,3oil r�:-rrtQval shall be refilled with suitable matorial and compacted in f) rhe Engineer roserves the right to Suspend all povinq operation,,,, d: if, (he opirlion of ,(if(, L.Ingineer, I � �, accordance %%,ith '),-�,,(-,'G�n 20-5 of the Standard Specifications prior to embankment operations. L - c) ns ,or the condition of the Subgrodr-- and/or Lhe Aggregate Oo�7.,e 'hot prevuiling weather candit- ond/ (41) Prior to the comAniction of i-iny embankment, the original ground surface within the loirnits of I may result in substandard I -'.,'.,IA placernt.,rit, -5pnvadinq and finishim , , the slope stakes sholl he Ic-vc-lad'and the upper 6 -inches shall be compacted in accordance D)Spreadlng and Finishing � , ions. with 'ection 203 of the Stun do rd Specificut, � o)HNIA courses shall be ploc,_d upon undoti-on or other- MIA course by rneans of (5) Embonknio-lit.- ,shall be shuped to be well drained and Shall be proLected to p,rcvent erosion. laydown equipment in occ­w(kince with Sectian 409_03(c) of tile s0lldord Specifications. Q) / �6) Loose depth of each ernbanknient lift, final compacted depth, compaclior method and 05egregallon or fll.ishificl or 101eedin(j of IIIVIA n-lixtures will riot be per-rolfted, Corrective nction sholl � . . (-;ompaction requireerrionts shall be in accordance with Section 203 of the Stondard be taken to prevr,nt c�,>ntinuction Of theso conc,tions. '3eavegated or flushed or b1ceding HMA Specifications. mixtures shall be r-eIT?oVe(7J if dif_c,'��Cd. " C)Soil Subgrades c)AII ar-eas showing an oxcc�-,, or deficlen,cy of b-inder shoil be removed ond replaced- , n)Subgrodes Shall be prepared only after the -installation of all utilities arid subsurface dr6n,� d)AII HMA mixtures that I)H,(;cln�v kl-o!�-, and brokcn, rnixed with dirt, or is in any way def(,,cUve shall I indicated on the approvcd construction documents to be located undor th�, pavement are be removed and r,�Pluced, cornpleted. Trench backfilling work, of these installations shall be in act,ordonce with the City of F) Joints Carmel Trench Backfilling 5pecificationa. x)joirits Shall ronform lu, th" `�_�qUit0IV�MtS of ')'(,,cAion 40I 15 oi the `�tcindard Specification,;- bYrfic subgrade shall be shopc�d to, the required grade and sections, iree from kill Fut'c:, F)Coinpoction — Gorrugotions, or other irrogularitics. c))Fhe HMA mixture sholl' 11te c*inpoctcal v,'ith equill-r-fient In crcGoroonce with Section 409,03(d) of the c)Thc subarade shall be uniformly prepared, compacted uric] upproved In occOrdar)(1c 'Nith 3ection'; Standard Slpet-:ificatiori�-, imme.dicAk,dy cift,?r thc. inixture, hos be�n spread and finished. 207.02, 2-07,03 arid 207�04 of the Standard SpC,c1fic;01lOrlS, , L�'b,Vk![!� Sh'dl 00t C01,15e undue di5picicernent, cracking, or shoving- , k d)Subgrodes shall be inspected and approved by lh�-,, 1_-.'.fvI:.nt,�(;r boforc any aggregate base or hot 5)IIV1).'�,J�Wlil I . '. I - mix asphalt povements are constructed, A proofrail ­,holl be conductcd in accordance with Sectik:,i; A)AII niiitori,iLi fuiniftilled crod each part or detail of the viork will be sui)i�,�A In iwr,po,ction per 'S'ecklon 203.26 of the Standard Specifications. Unacceptable oreas shall bo. corrected to the -satisfaction 10`-.110 of Hic--, ,�)'Iandf,rd S)Pucificotions for the purposf_- Of (J,�ceftuiniflg 1"hot 1h," viork Is in �3ul-)F;torltiol of the Engineer beforc: any aggregate base or hot rnix osphalt paving ,-)perotions commence. conklinranf.c� widh this 1-)olicy and the approved construciion docuir)��rrl,.­ e)At the discretion of the, Engineer, Subgrade that ha:� goti.,,,foctorily P03SC(i o proofroll, but remairis , . 13) lht-� "­t,rl1r(vAoi ,3holl no�Jily lhi� Engineer o minimum of 48 --hours ill (id-ollue oi co�-11-W,I)CIihil 0(1,2; I uncovered for a period (if M calendar days prior to placing stont� or 1_� subject to a measurable � � I worl� �;ub ect 'to tht-� stondor(k3 e-,­Johlished by thr; pollcy- i ; rain event prior tu placing �tune, ,:;hall be subject to additioncil proof rolls prior to plocement of C) fli(-. ; ootractoi � holl ,�c. . -3 - 11-Juic prooff-olls with tile 1: i I` %, ,,, Frigineer o rninifirurri of ,18 hours ;,it odvmic,�, of 71 the Aggregate Base- such proofroll,4_ D)Exigting Paverrient I 11 ,tQrials, (,-!quipmcnt or cQn,:,tru(.Uon - I 11 D)Sorripling oncl tQsting of mn -work moy i)-,� reqtiiri,d ol Lh,� c�xperr�(, ' (i)?V11111ing Q-1 existing pavement ,4urfac­,� shall be in accordance with Section 30,66.02, 306.03, ,506.015, of the Contractor at the, discrOion of the l_ng1rw,!r- for flh!-_� purpose of oscertuirling thot the work is �.. ; Aondord cp(-65-ations. , -1 c I 0 4 , ,)06.0 ind 306M of the '-, . I) substantial conformance vrith, this policy and the upprovcd com;fructiorl docurifents. Sampling olid b)Loculized weak areas of the existing povement soction uncovered during 'the milling process Shull testing shall oonforin to the ren ' uircrnonL, of tht-� ��ectioil�; Of ille '_'JOindoi-d Spec, if ications applicable to be rapaired in accordance with Scetron 304.02, 304-0.3, 304,05 or 305 of the Standard the portion of the work suspected to be rion-cottipliank' I- oF,; directed by the Engineer, " Specifications. E)Where the Engineer determines, that is necessary lo cuOirwi ,,,.t)nipIi,­y,ce with cAaridclrds of quality or c)Prlar to opening rridled ar�2(m to trofflic, the milled areas shall be cleaned Of all material, debris thickness, povementr �;hcill be corQd arid ',ested at the expetr5e of tho Contracior. 'Ihe av�-,,roqf�, , arid dusi. resulting from the operation, thicknesses of all courses MU,d equal or excciDd the rnintir"urn prcscribed ()y the approved d)[Ailfed areas that remain open tO traffic longer than those times stipulated in Section 306.05 of construction documoritS, and no single core shoil ,,,how a deficiency greater � ,J fliarl one h(,,if ill(h ' the Standard 5 pecif ico t ions shall be !subject to liquidated damages outlined in Section 306.05 of /2") in any course at- total thickness from the pfiverrient c,;ection indicated art flit? approved k 1 1 1 the Standard Specifications. The Contractor shall be responsible for payment of these liquidated construction docurrients. donioges. F)Such inspections shall riot be construed to relieve the developers' eogineers or contractors 'fit any 3)Aggregate Bases way frorn their obligations and responsibilities under their coritracts. Specifically, inspection by the Weneral ] Engineer, or by retoined engineers or testing agencies, shall not require, thern to assume a)This work shall consist of placing a compacted aggregate of-, a prepared soil subgrade in . responsibilities flor Vie, approved construction documents, for any misinterpretation of the approved accordance with Section 105.03 of the Standard Specifications. constru,-tiorf docurnonts by the contractors during construction, of for the means and methods of b)Aggregate Base finaterials shall be in accordance with Section 301.02 of the Standard construction, not- for- safety off the job site. Specifications, G)Work identified to not mQeL the requirements of this policy or the opprov,��d construciion documents, U c)The material shall be obtained from a Certified Aggregate Producer in accordance with Section Unucceptoble work, vihether the result of poor workmanship, use of defective materials , damage 917 of the Standard Specifications. through carelossriess, or any other cause found to exist prior to the final occeptance of the viork, d)The Aggregate Buse material shall be handled and transported to, and on, the work site in a -.,holl he removoct imi-nediately and replaced in an acceptable manner at Llic Contractor's expense. manner that ininimizes segregation and moisture loss. 1-01f the Coniractor fails to comply forthwith with any order made under the provisions of this e)Aggregate Boses shall be constructed on prepared foundations and to thickne5ses equal or I subsection, the Engineer will have authority to couse unacceptable work to be remedied or removed greater than those indicated on the approved construction docurneni.s. and replaced; tc,, couse tinauthiarrized work to be removed; and to ,deduct *-the cost's from any monies B)'remperoture and Seasonal Limitations due or to becorne due. a)The Aggregate Base Shall be placed in accordance with the teroperolurc, limitations of Section 1) Work dorre contrary Lo Instructions provided by the Frigineer shall be considered unacceptable and 301,04 of the Standard Specifications. subject to immediate removal (ind replocemcmt iri ac,,ordorice with the instructions provided by the b)Frozen material shall not be placed. Engineer, c)Aggregate Bases must be placed and pass proof roll prior to Moverriber 30 in order to allow (3) Acccptonce . . paving in accordance with Section 4C(iv) of this policy� A)Rcfore acceptance, of any phase of construclion, the Enqine�o sholl dote,rmine if the impr­Qvern,��nts C)PIreparcition (ire in -,,,,ubs(cmUoI cornplionce with this policy (e,/cept for any varianceni ororited) find the oppruved ' ct)The prepared foundation shall be free from objectionable or foreiqn materials at the time of consi , ruction documents placement. F3)-I-llc- t.-.119ineer m,cjy, at hil-31 sole discretion, accept work that is riot if) corriorl-flonce wilh Ifirs policy b)The subgrade sholl be subjcct to additional proof rolls in occordanc(? with Section 203.26 of the I provid­:ci tho[ 1he work i_� bonded for a period gteater than three yrjois, lh,v L-naineer siricill C-siabii�sh I Standard Specifications just prior- to placing the Aggregate Base oil Lhe subgrodo in accordance , the ex(endod bonding refjuirr-ni(mt. with Section 2C(v) of this policy. Unacceptable areas shall be corro,cted to the satisfaction of the, Engineer before any Agqregoic Basc is placcd� , -0 D)Spreading and Finishinq a)*f'he Aggregate Basf_- shall be sprood in accordance with Section M1.05 of the Standard I Specifications, b)The Aggregate Bose. shall he compacted in occordurice with Section _501.06 of the 'Standard Specifications. I c)Subsequent paving courses shall be placed ovpr thc Aggreciate Buse within 14 calendar days - Aggregate Roses that toy o,xposcd for a period of linne greoter tholi 14 colendOF days or experienco o measurable rain cvorit prior to the placcment of subsequent paving courses shall b(,- , subject to inspection and acccf)(ance by the Fligincer. At the discretion of the Engineer, additional __ proof rolls rnoy be required - N 5 1 4 City of Carmel Concrete Curb Policy January 13, 2006 1 ) Gcricral A)The work subject to the. requirements of this policy sholl include the production, hauling/defivery, excavation for, placing, installation, jointing, Curing, finishing, and other Work necessary to prepare ' n oil SUbgrcides, install o9gregate boses art(] install concrete CUrbing within Droperty within the corporate limits of the City of Corri-tel and existing or proposed right--of-way. . B)'This policy shall be the basis for acceptance of thc work by the City. Failure to adhere to the requirernents of this policy may result in non-acceptance of the work or other remedies outlined in this p0liCy. C)Workinon,shrp, rnoterials arid quality of the work completed shall conform to the 2006 Standard C ificatio � L I 'tat Specl ,ris of the Indicino Department Of Transportation (hereinafter referred to (is () idord Specifications), except wlicre deviations are, allowed ot 3pecificd herein, or variances ore granted. D"Micre the minimurn ,i�andards of any other governmental agency havinq concurrent jurisdictiorl excoed these standar(h,;. the higher standards shall apply. IE)If any plan or other notc, or specification on the approved construction docurnents exceeds the minimum standards of this policy, 'the higher standards shall apply. ONothing container] herein shall be construed (is ' Drohibiting the dea.ion arid consirm.-Akon of improvemontG mecting higher Standards, not- as discouraging petitions to appropriate governing bodies for variances for alternatives which con be supported by advances if, lechnology and are, approved by other agencies with concurrent jurisdiction. G)AII work shall comply with the requirements of Section 1,05.03 of the Storidord Specifications. - - ' H)For the P1.11-POSQ3 ()I this policy, where tile term Engimaer IS used '-In this policy and the Standard i Specifications, it sholl mean� a)The Carim-I Citk` Engineer, staff of lhe F)eporhmen't of Frigineerring, other personnel employed by J the City of Conylel, of atitholized aq("Irt(s) that moy b(! retained to represerit the City of Cot -Mel ' b)The Hamilton County Hic , iliviny Fngirw.or, staff of the Hiamilton County Highvvoy Department, other personnel empioyed b", Hamilton County, or authorized agent(s) that may be retained to repr,�serrt Homiflon C'orinly Hiqh,,voy, deperiding on the location of the work. , 1) Authorily of the Engineer over the work shall be per Section 105.01 of the Standard Specifications. J)PriQr to commencing the work, the. Contractor per -forming the -,York shall contact the Engineer to -- " schedule a pre-construchon meeting to review the Engineer's construction requirements, staff notification requirements, required inspections for certain sstnge�s of the. work and to review the authority of the Engineer- as It relates to the work. K)Under no circumstances Shall work subject to the Standards established by this policy commence without obtaining approved construction drawing,- by the City of Carmel Department of Engineering. L)At the �;ole discretion of the Engineer, Lhe portions of this policy related to inspections and testing of work ,�ubjecl. to the requir-ements of this policy outside of the right-of-way shall be, determined (it the. pre -construction meeting. M)Dimenslonol and other �Jondards for concrete curb �;holl be in accordance with the City of Carr-riel Standard Details. N)Under no circurnsLances sholl rriciteriol oth(�r than flortkind Cenr-,��nt Coflc_tek� rm�Aifici tll�-- stundords established by this policy 11--e utifized to ,,;onsitnict conCI_0�6� Cdl-h�� V,'00111 -I th�l '10Ip0'"Q[C Irrnits of th,­-, City Of Ctinnel. 0),Jnder no circumstances shall extruded type curb lb�,- in,�tolI4�,,d v"iUlin Urre uorporoie Iilnll_� of Uic . City of %Camicl, . 2)Foundotion A)Generai a)This work shall consist of the cons tru ctro n/ '. I I I - � . prepo na, 1011 of the fout-twiTion it occordonce w6lh Section 105,03 at' the Standard Specificot-1011s. - b)'rhc foUndation shall be prepared In cic(�Ocdancc with ,_)V(;Li,-_)1i 6"Y_11.11_5(a) oi 'I'li-w 'Stondard - Specifications and the. roqUirCn'1ent3 Of ihl,', Policy. L d 17_rnflar-,�Xir-icnt . a)Prior to beginning excovation and embankment operations, ull; nece,s�jorY ��!'C!Clrffl(l, grUbbinq, - I scalping arid topsoil stripping and subsequent backfilling for rernoved iten),z., witlhiin the Slope I skoko, firnits shall be ocifformcd in accorda,,icc willi Section 2011,01_� ond 201.04 of thc� Standard . I I �_ - - il, v,,,q(,,,o . ocn, rool,�, sturrips, friable and deletet"OLIS f_n0te!__0I Shalt IDO 'pecificotion3, All topsoi, t I I I completely rernoved within the limits of tile slope stakes� � b) 1. x,:: k I V c 1: I 0f] S (1) AR�r excrivotion operntiori�;, all �3porrqy arid yielding material that does riot readily compact -di011 h�, vt;nroved from within the Slope stake llrnit�3 and the resulting void shall be refilled � i with �;uitoble niaterial and compacted in accordance with Section 203 of the Standard �-, " 3f)e(�li k-utions. ('11) Arry pronotim-.ed depressions within the slope stake limits resulting ofter excavation opef-titions, �-Jr,,Ill be refille�d wilth suitable material and compacted in accordance with Section 1) 0, 1� Aq , . of the � - ndard Specifications c)Frnhonkments (1) ki-fiboirkmerls 4ioll be (-,0nItFUCtCd in accordance with Section 203 of the Standard I -1 ii>, V". ,4)c(J 'tiol (2) All ��porfqy and %1i(-d(linq firol,eiial Lhot does riot rcadily compact sholl be removed from within thc ��Iop,�: ,,�tak(� limits prior to embankment oper9tions. (13) Ali:,' pionQlAnced depression�, within the slope ,,take lirnits resulting after cieciring, grubbing, - c � -, ,,oiloble, material (,rid cornpacted in '(11ping mid i(1f).,;0d lc�mrval "11oll he refilled witf ., OCC",Jrd(In("_- �vith S(�(Aiorl 20,5 of tho `-Aondard "3pecification9 prior to erinhonknient opel-otion-s. 11 I I -thill - ;: flif) Prio.? 'to tri,.- con,sti-i-rction of Orly cri-lbonkfil-cril, th,_�' OriqliVil �11'01A(ld ,iUr`43C'� V11 UP' h0lit-, t) 1 of the ,Aopc -.1-akc,,, ,�huil 'Ibc leveied and tire uppo-ir �-inchre7, -1hall b,�, cornpoc(,�,, it) accorciance with Soction M-5 of triv, '-Aundard '_')pe(JficciIl()0"-,. 1 (5) Errlbanknient�� shell be shoped to bt-,- �,rell draine-ni ond �-'h.flll h,:� plot(--cl�-'d 10 prev,�110 ��! o 3 I o If. ( 133) Loose depth of each ombank,ilient lift, final compa,,jc,1 de,[Alri, cornpacLion rriethod and . .1 compaction requirements .-,holl bu, if) oc'coot�jrlcc with ,-_,,r­ctiorl 1�0, � , Of 'clic ,�;, ki nd ard S 'fications. Speer I a)Subgrades shall be installed on foundations constructed in accordance with Section 2(A) and Section 2(B) of this policy and only after the installation of oil utilities and ��ubsurrface druins indicated on the approved construction documents to be located Linder the pavement ore completed. lr,cInch backfilling work of these installations shall be in accordance lvith the City of Carmel Trench Backtilling specifications. OThe SUbgrade ,s,holl be shaped to the required grade and sections, free from all ruts, corrugations, or other irregularities, C-) Ille Slubgf-CdO !A1011 be uniformly prepared, compacted and approved in accordance with Sections. 20/�02, 207,03 arid 207.04 of the Standard Specifications. d)Subqrnde,i shall be inspected and approved by the Engineer before any aggregate base or concret(-,� ctirt)9 ore constructed. A prooffoll shall be conducted in accordance with Section 203,26 of the Standard 13pecificationg- Unacceptable areas shall be corrected to the satisfaction of -the Engineer before the placement of any Aggregate Base or concrete curbing. e)At the discretion of the Engineer, Subgrodt,, that has satisfactorily passed 0 [31-001-1-011, bUt remains uncovered fOr G perlod of 14 calendar days prior 'to placing Aggregate Base or concrete curbing or is subJecL to a measurable rain ovent prior to placing Aggregate base or concreb� curbing, ,sholl be subj,-�,t lo additional proof rolls prior to placement of the Aggregate Base or concrete curbing, ")Aggregate Bases 3 A)General a)Thi3 work, shall consist of placing a compocte.d Aggregate Bose on a prepared soil subgrade in accordance with Section 105.03 of the SAcindard Specifications, b)Aggreqote Base nicitcrials slicill be 'in occot-donce with Section 301,02 of the Standard Specifications, c) -rhe Aggregate Base material shall be obtained froni �-,i Certified Aggregate Producer in accordance with Section 91 / of the Standard Specificatiorrs� I te Base material Iliall be handled and transpor(od to, and on, the, work site in a monner that rnininnixes segregaUcin and moisture loss. e)Aggregate Bases shall be constructed on approved soil subgrades arid to thicknesses equal or greater than those indicated on the approved construction documents. B)Temperature and S�-osonal Limitations a)Thc Aggregate Base Shall be placed in accordance with the tcrnperaLure lirnitotions of Section 3011.04 of the Standard Specification,�. 1) Frozen niaLc6al shall not be placed. c�Aggregatc Bases must be placed arid P(JS3� proof roll prior to Novol-l-lbor lio in order to allow paving in accordance with Section ,11C(iv) of this policy. C)Proparotion � a)'Tho prepared scil subgrade Shall be free ftom objectioncible or foreign rfloteriok� at ihe Urne of � placenir"rit. b)Jhc subgrodo Shall be ,,�ubjecL 11,ci additional proof rolls in oc(,ordonce with �Sectrori 203.2)(i oi the Standard Spocifications just prior to placing th(-, Aggregate Rose on tfw Subulade in ot,coldorict" - - I with S fir, ic,Aion of , �,ectlon 2C(v') of this policy. Urroccep[oblo, oreas shall be corrcctod to II)c ,�( If( - the Engineer beforo any Aggregato FJose is placed. D)Spivadirrq ond Finishing n)'I-he Aggregate Base sholl be spread in occordonce with �-�'ection 1-501.05 of [he Standord Specificotions, b)Thet�q It occordonce with Section 1301 .06 of the Stcirrdiiid . qre�jol.e Base ,311(111 he compacted I ') ' I �perif ica Lion,:, c)Concrete curb shall be plocod over (lie Aggregate Bus��- within 14 cak--ndair da s. Agogregatc 11 y Boses that lay exposed for a period of tirne greater than 14- calendar days of- experiflInce 1-1 I rr`.('011Zl_Ir,Ji*-- rain event prior to the placorriertIf of concrete curb �-Iloll br" subject to inspQction I . ., and qc(-,cptarlcc by th,-�,r F-rigineer. At the, discfctiori of tl�w Ungincer, ndilitionol proof rolis may De require'd. 3 2 City of Carmel Concrete Curb Policy January 13, 2006 4)Concrete Curb A)General o)This work shall consist of placing concrete curbing on prepared soil subgrades or Aggregate Bases in accordance with Section 105.03 of the Standard Specifications. b)Concrete curb shall be constructed on prepared soil subgrades or Aggreqate Bases to the dimensional standards of the applicable City of Carmel Standard Details or in accordance with the curbing details of the approved construction documents. C)MOteri(JIS LISed In the production of the concrete for the curbing shall bo in accordance with C, -�ec - ,tion 605.02 of the Standard Specifications, High early Strength admixtures may be utilized but ,,holl riot be cons,idered in waiving any roquiremonts of this policy, d)Lquiprnont utilized for concrete curbing installation work, including but not limited to production, hatiling/delivery, placing, ins,tallation, jointing, curing, finishing and miscellancous/ancillary activity �.-,holl be in accordonce with Section 508 of the Standard Spec if icatio ns. a)Concrofe production, rnixing and houling/delivery shall be in accordance with Section 502.10 of the Standard Specifications, f)lnstallotion of the (;cincrete curbing indicate,d on, the approved construction documents shall be cornpleled in the SGnie paving season. 13) Pre pa ration a)The soil subgrade or Aggregate Base sholl be subject to additional proof rolls in occordance with Section 203,26 of the Standard Specifications just prior to placing the HMA courses in aGcordonce with Section 2C(v) arid 31)(iii) of this polic.y. Unacceptable areas shall be, corrected to the so'isfac � -11 tion of the Enaineer before placement of any concrete curbing, b)AII displacement or rutting of the soil subgrade of- Aggregate Base shall be repaired prior to placing concrete curbing. OWeather and Seasonal Limitations . a)Concrcte curbing ,-hall only be placed ill accorciciric,e, with Seclion 502.11 of the 'Standard Specifications. There shall be no provision far- installation below the temperatures specified. 1) No mixture shall be placed on a frozen subgrade or Aggregate Bos(,,, c Under no circumstances shall concrete cUrb be placed between December '15 and March 30. d If a soil subgracle or Aggregate Buse, over which concrete Curb is to placed, is placed and approved by the City prior to November 30, placement of the concrete curb will be allowed up to December 15. provided that the ambient and sorl Subqrade or Aggregate Base .surface. . temperature complies, with the requirenients of Section 4C(i) of this policy and the paving contractor pay for the Services of a full time construction inspector and who shall act as an authorized agent of the F-rigincer, The Engineer shall select the construction inspector. e)lf the ambient and soil subgracle or Aggregate Base surface temperature complies with the requirements of Section 4C(i) of this policy between April 1 and April 15, concrete curb shall be allowed to be placed on (in approved soil subgrade or Aggregate Base provided thaf tile paving contractor pay for the services of a full time construction inspector and who shall act as (.,In authorized agent of the Engineer, 1he Engineer shall select the construction inspector. f)The Firigineer reserves the right to suspend all concrete curb placement operations if, 'In Ilic oI.-Jnion of the Enq,iriccr, that prevailing wenther conditions and/or the condition of tlit� Subgrade and./of the AggregoLe Hns-c- fi-my result in substandard concrctc curb placement, curing and I I I I i �­� I'l ii 1:J � 1 )) P I u c �--? 1-1 e n, t f -fl,,�I,,,h� ,�Llrh ---hall �)o ploced lit accordance with Sectior, 502.09, 502.12 and 1305-04(c) and )) C fj I I , " I - (.v')�ni,�(&� ,�--! tile. Standard S peel! icotions - ib)Curb rilac'nines may be utilized in accordance with Section 605,04(h) of the Standard -1)��cifi,-_�atlons provided that tho e1quipment conforms to the requirements of Section 506 of the " " "Itondord Specificotions. - c,�Forrnwork ,7,hQll comply with ill(- ?OqUirorriciltz-, of Section 605.04(b) of tho Standard Specifications. dpForms shall hc removed in accordance with Scctlori 502.16 arid C>05,04(b) of the Standard S-Pecifications, E) Joints ' - � L -5 (I ci)Joints shall conform 'a the requirenie,nts of Sc­,,ction 50, rid 605.04(c--) of the Standard Q if'(;,, ,peel J -itions. b),loints, shall be installed (it intervals of 'I G-fe,ei or, less; 5 - �,,ot of- k,,. -ss, along radii. Joints in integroI curb and sidewalks shall be locate<] (it the same location w�, the joints in the adjoining , s,idewolk. Joints may be sawed or tooled to (I minirnurn dk�pth (if 1,'2' -inch. c)PrPforrned expansion joints shall be placed (it interval-, of 50 -feet or les,�, (it all castings, the beginning and end of all curb returns, the end of each days work and viho.rc, abutting existing ' construction, In addition to these requirements, expansion Joints in integral curb arid sidewalks . . . . shall be located at the sarine location as the expansion joints in the adjoining sidewalk. F)Finishing and Curing a)The concrete curb Shall be finished and cored in occ-ordonce vilth Section 502.114, 502.15, 504 and 605.04(f) of the Standard Specifications. b)Curinq compound sholl he applied to all exposed surfaces on -olip-forrned concrete curb. For fortified concrete curb, curing conipound shall be applied to all exposed surfaces including sides -ifte ,, .r ony forms ore rernoved, c)'I*he concrete curb shall be allowed to cure for a minimum of 5-doys prior- to corrinnencing bac.14iffinq operlitionf3 adjacent to the c,oncrete curbing. G)Rackfilling ,#Fhe v-,poce,- adjacent to the concrete curb shall be bockfilled 'in accordance with Section 605.0,1(g) of the Standard Specifications only after the concrete curbing is inspected an'l-i accop'i"!d by tile Frl,jilreer in eiccordlonco wilth Section 5 of this policy. 01_lcic!�lilllng opQratiorfs �lrtrll I.),-- completed prior 'to opening the atea to regular con-struction traffic. ")II-Ispection", A)AII roof -rials, furnished ond (-,,och port or detail ci� the work will be subject to ln,,�pcction per Section 105,10 of Lhc, Standord Specific-citions for the purpose of ascertaining that -'Life work is in ­,ffl)-'L I � , s-antial conformance with this policy und the approved construction (JOCUments, [01-h(? Coriirac,tor shall notify the Frigineer (I niiiiiinum of 48--hQUIs fit advance of conimcficing any , work subject to the Standards established by this policy. C)The Contractor shall schedule proofrolls with the Engineer a niininium, of 48 ---hours in odvonce� of �'.Uch proofrolls. D)The Contractor and Engineer will conduct (in inspection of the new concrete curbing for any damage, including freezing or random cracks. The inspection and all necessucy vepair.3 shall be completed prior to backfilling oporations. E)Sampling and testing Of Materials, equipment or construction work may be required at the expense of the Contractor at the discretion of the l7rigineer flor tl-i,- purpose of ascertaining that the work 'is - in substantial conformance with this policy and the approved construction documents,. Sampling and testing shall conform to the requirements of the sections of the Standard Specifications appli�able to the portion of the work Suspected to be non-compliont or as directed by the Engineer. F)Where the Engineer determines that is necessary to confirm compliance with standards of quality or thickness, concrete curb sholl, be cored and tested at the expense of the Contractor. The average thicknesses of the curb must equal or exceed the minimum prescribed by the approved construction documents. G)Such inspections sholl nol. be construed to relieve the developers' engineers a,- contractors in any way from their obligations arid responsibilities under their contracts. Specifically, inspection by the Engineer, of- by retained engincers of, testing agencies, shall not require them to assume responsibilities for the cipproved construction documents, for any misinterpretation of the approved . . construction dOCUrriont-, by thc; contkracLors during construction, or for the means and I I . . construction, nor for safety on 'the job site, " i e - s of this policy or the approved constructicii .- . � H)Work identified to not meet Lh , requirorrient, I� I .� documents, unacceptable work, %YheLher the result of poor workmanship, use of defectiv M01`8riols, damage through carelessness, or any other couse found to exist prior to the final ace tanrl"'e'-of '.' the ,;,,at-!(, shall be reniovud immediately and replaced in an acceptable manner at the a n t rt@(;ff'6'_r's � -- .1 " x P (-; I I Is e. �,' ;� ft."", , , , I .", I 1) If tile Contractor Jails to (,omply forthwith with any order made under the provisions of thisU.�­,� � " subsection, the Engineer will have authority to Cause Unacceptable work to be rernedied or rerrbved'," 1-1:: �-,-. I and replaced; to cause unauthorized work to be removed; and to deduct the costs fro I Q7 .. � ,,, I �, � monies due or to become due. � V.,� ,:�!", , J)Work done contrary to instructions provided by 'the Engineer shall be considered unacc Ptobf,�','.and 11 '� subject to irni-nedicite removal and replacement in accordance with the instructions pro ded Cb'y' 4 -t h e �) � Engificer. . f 11. � , �'�, , " ,_ t3)Acceptarlce - I � t " � A)[)'cfore acceptance of the concrete curb, the � ngincer Sholl determine if the improvem� nts 6rK'. -in ;' I substantial compliance with this policy (except for any variances granted) and the app oved`:-, ,�.. i construction documents. rf� � !"� " R)ffie Engineer May, at his sole discretion, accept work that is not it) conformance with S(policy j. I 11 �hi � provided that. the work is bonded for a period greater thon three years. The Engineer ,nall '�-est6blish �_ , , 1111-'e'e.1-1 � the extended bonding requirement. P, :, k �1�4L.,��) I ( -1 ,,,� ,*1 4 �,, I I ( "�Z __ " i a q< I #si�pp , � ,,p - _;,,?1_4z�4 � 2., .. I , I I, :_-4, . *' - , I :� i�ll �Z,,, �) �, V . ,�.'t,�;, (Z -'--n, N I 't?""'I ,t) _ '"', -­� i �.:, �' ­; I � ; !."T-, � �, � I `w I �, 1. - �:, I 11 , -�, , I ,�_ I ., I �� I I � � - " � ,!� .1 .1-, 11 � 1� I . - . .., , �'� - I , .1 � _ ��,' . -:4 1 , � I -11 ,_ �, ,� .1 , � I - , I _ �.;* , - .-, " i"_4 t_-A,U A I � ��_,-,­`, 1. � .t,, ,,, " �1,11 r.-- - -Z Know what's below. Call before you dig. Within Indiana Call 24 Hours o Doy, 7 Days o Week. PER INDIANA STATE LAW IC 8-- 1-26. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION S[RVICE TWO (2) WORKING DAYS BEFORE COfAMENCING WORK, C) M A 1� '(� �_ 4 00 I I UJ 0 N ­ >- co Q ;:1 �0 0 Iti- �-, 0 V) � 0) > cd -, ( -) >- < �� __� -1� 0 �t 1 'd ,Z� Ui a) .� "O ,�,' _i W 0 -4 00 \D I (U 0 4 — C) ,Zt lz� � � �0 It kn 0� 0 C�l \.0 1.0 Cr a U = i I I W 0 +.� 4) k�o N Cf) W i�: �i1:14 to 0 ,tt tn ,tt . r" . 00 -41- 00 Z in � a) odCD . 4 ,O — — — Z < in ,.0 — o) t- C) rl- .-I c:> 0 � C:) r" �� -4 )_-1 i3: M 00 M r T I U) 1 S' 12i � E ,I-) C, - - - - E; (D C,J " a __ ___ __ t�? �R �n- �,-� C ;_11 .�! cli C:� C) �s �] 104 2 2 �) a� W U) " � Q X ,,-, 1�1 ffi R3 �� a. U� U1 V) V) Z: = k, 0 0 t;7J c) V) 0 t� ro 2� E - E01' cc: co V. I \\\\\\wfl I I fill//,/// 5Y \\\\\ '. S Hl� //, ,,, +�; ............. �*e, "/---, .."P, ", ."'. Y ,::, - + Z_�� -�r,...-4 . - - -P ,-,� Z� ... '- -;: = :. N 0. ��' = : : — = 102003927 ;-- ::: - � = :: I : � . <�, Z�7 !�_ -0 ". STATE OF '. " Ac — r, _P_ _* - " < � �. - "� � .. A - �. '�-, 0,,-"­4VD1A%A .. `�' / e . ..... ........... � N - "" ll� ' 15X11 �� ' n '/, SIO N A 1L \ /////I'll I I I I I I I \10 -0 I It JMES K SR114NEMAN P.E, 10200392 M A 1� '(� 0 ;t 1!2 I I . " : �,r 0 U-) 0 tD 0- � � ­ >- co � , , al U) �-, 0 W E; 'V (-) I:!, n -, ( -) >- < �� __� k- 0) " V-, e (-) W Ln w ,Z� U C> W ?;� Z (11i �?_ 0 Z .Pd � Q C) It " M : _?_ < U W P4 t- ; 0 - N I R. �� a� M � C) C) a� U 12i � E ,I-) C, - - - - E; (D C,J " a __ ___ __ t�? �R �n- �,-� C ;_11 .�! cli C:� C) �s �] 104 2 2 �) a� W U) " � Q X ,,-, 1�1 ffi R3 �� a. U� U1 V) V) Z: = k, 0 0 t;7J c) V) 0 t� ro 2� E - E01' cc: co V. I \\\\\\wfl I I fill//,/// 5Y \\\\\ '. S Hl� //, ,,, +�; ............. �*e, "/---, .."P, ", ."'. Y ,::, - + Z_�� -�r,...-4 . - - -P ,-,� Z� ... '- -;: = :. N 0. ��' = : : — = 102003927 ;-- ::: - � = :: I : � . <�, Z�7 !�_ -0 ". STATE OF '. " Ac — r, _P_ _* - " < � �. - "� � .. A - �. '�-, 0,,-"­4VD1A%A .. `�' / e . ..... ........... � N - "" ll� ' 15X11 �� ' n '/, SIO N A 1L \ /////I'll I I I I I I I \10 -0 I It JMES K SR114NEMAN P.E, 10200392 SHEET NO. "---.d tw% ,r% ka, �-/, j U 2 PROJECT NO. W09.0542 Ac Q) 7 IN U 0 ;t 1!2 '� -R� C2 19 >--, ,-, . I- U I �"_ � f-1 l._� 6 J � (::) �a � U� 121i_I E �, C\2 F;:� C11) Q) C _� � � LQ tZ,o \-If- ��;;r C� . _; U I --i �, g Q, ��11 ,_ -, �__, > _1111 � , � fl, �� 4 , � (:�6 -'P'-, ,2. A �,� 2t" r_4 -11 U �4 C6 g _1� _" (Y -4 t�� cl-) �__-, ­— -, , 1� I&- C -) - t� +,_� Q0 ,-� cz�, I,_4 1; - (� 0 "\- �4 �_ :9 11�� - �� �� '� r:� W � 'L--� (Z�� �� E�j _�� :z� a. t, ,-�, � � Q0 cy,) U '9 0. SHEET NO. "---.d tw% ,r% ka, �-/, j U 2 PROJECT NO. W09.0542 Ac Q) 7 IN U o, n s u, O ,p 2 10 9 8 7 Ci5 4 3 1 PpG 2 Qb 5 { <, 00 FXC 1LsW -cc/ CPKI) c - , I 2 1 1 GENERAL NOTES 1. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE PLANT LIST, THE PLAN SHALL DICTATE. IF IN QUESTION, CONTACT THE LANDSCAPE DESIGNER. 2. ALL SHRUBS PLANTING AREAS TO BE COVERED WITH 4" THICK LAYER OF SHREDDED HARDWOOD BARK MULCH, ALL GROUND COVER BEDS SHALL BE COVERED WITH 1" SHREDDED HARDWOOD BARK MULCH. BARK MULCH SHALL BE APPROVED BY LANDSCAPE DESIGNER AND SHALL BE UNIFORM IN TEXTURE AND COLOR AND SHALL BE OBTAINED FROM SAWMILL OR LUMBERING OPERATIONS. NO UTILITY MULCH OR PROCESSED TREE TRIMMINGS WILL BE ALLOWED. 3. AN APPROVED PRE—EMERGENT HERBICIDE SHALL BE APPLIED IN ALL PLANTING AND GROUND COVER BEDS AT RATES SPECIFIED BY MANUFACTURER FOR EACH VARIETY OF PLANT. 4. FINAL_ PLACEMENT OF PLANT MATERIALS, ETC. SHALL BE APPROVED BY LANDSCAPE DESIGNER BEFORE PLANTING OPERATIONS ARE TO PROCEED. ALL TREE LOCATIONS SHALL BE MARKED WITH A WOODED STAKE INDICATING VARIETY AND SIZE OF TREE. ALL GROUND COVER AND MULCH BED LINES SHALL BE MARKED BY A HIGHLY VISIBLE PAINT LINE WITH OCCASIONAL WOOD STAKES FOR REFERENCE, ALL STAKES SHALL BE REMOVED FOLLOWING PLANTINGS OPERATIONS, LANDSCAPE DESIGNER RESERVES THE RIGHT TO ADJUST PLANT LOCATIONS ON SITE. 5, NO SUBSTITUTIONS OF PLANT MATERIAL WILL BE ALLOWED. IF PLANTS ARE SHOWN TO BE UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER PRIOR TO BID DATE IN WRITING. ALL PLANTS SHALL BE INSPECTED AND 'FAGGED WITH PROJECT IDENTIFICATION AT NURSERY OR CONTRACTORS OPERATION PRIOR TO MOVING TO JOB SITE. PLANTS MAY ALSO BE INSPECTED AND APPROVED OR REJECTED ON THE JOB SITE. 6. ALL PLANTS ARE TO MEET OR EXCEED AMERICAN STANDARDS FOR NURSERY STOCK, 1986 EDITION, AS SET FORTH BY AMERICAN ASSOCIATION OF NURSERYMEN. 7. PLANTS AND ALL OTHER MATERIALS TO BE STORED ON SITE WILL BE PLACED WHERE THEY WILL NOT CONFLICT WITH CONSTRUCTION OPERATIONS AND AS DIRECTED EIY OWNER. 8. ALL NEW LANDSCAPE PLANTINGS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWING FINAL INSPECTION BY LANDSCAPE DESIGNER. AT THE END OF THIS PERIOD, PLANT MATERIAL TERMED DEAD OR UNSATISFACTORY BY LANDSCAPE DESIGNER SHALL BE REPLACED AT NO ADDITIONAL CHARGE BY THE LANDSCAPE CONTRACTOR, 9. THE LANDSCAPE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND FEES THAT MAY BE REQUIRED FOR HIS PORTION OF WORK. 10, PEAT MOSS TO BE USED ON PROJECT SHALL BE A DOMESTIC OR IMPORTED MATERIAL, CHOCOLATE BROWN IN COLOR AND COMPOSED OF PARTIALLY DECOMPOSED VEGETABLE MATERIAL. PEAT MOSS TO ALSO BE MILDLY ACIDIC IN CHARACTER AND SHALL MEET APPROVAL OF LANDSCAPE DESIGNER. 11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER IN WRITING PRIOR TO BID DATE OF ANY PLANTS THAT HE FEELS MAY NOT SURVIVE IN LOCATIONS NOTED. 12. ALL LANDSCAPING PLANTINGS TO BE MAINTAINED FOR 1 YEAR FOLLOWING TURNOVER, MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATION, MULCHING, MOWING AND ALL OTHER NECESSARY OPERATIONS REQUIRED FOR PROPER ESTABLISHMENT OF PLANTINGS. NOTE: AT END OF MAINTENANCE PERIOD, CONTRACTOR TO REMOVE GUYING AND STAKING FROM TREES. 13. CONTRACTOR TO SUBMIT UNIT PRICES ON EVERY TYPE OF WORK AS REQUESTED BY LANDSCAPE DESIGNER. 14• BACKFILL FOR TREE AND SHRUB PLANTING SHALL QE 75% APPROVED TOPSOIL AND 25% APPROVED PEAT MOSS. TOP LAYER OF BACKFILL SHALL BE 100% EXISTING TOPSOIL. A 5-10-5 ANALYSIS SLOW RELEASE FERTILIZER SHALL BE INCORPORATED INTO BACKFILL AT APPROVED RATES. 15, PROVIDE MINIMUM 4" PLANTING SOIL IN ALL GROUND COVER AND FLOWER AREAS WITH MIXTURE COMPRISING OF ONE PARI COMMERCIAL GRADE 'POTTING SOIL,' 5 PARTS TOPSOIL AND 4 PARTS PEAT MOSS. A FULL 4" LAYER OF APPROVED SHREDDED FIBROUS PEAT MOSS MAY BE USED IN LIEU OF PLANTING MIX. 16, PLANTS SHALL BEAR A TAG SHOWING GENUS, SPECIES AND VARIETY. 17, PLANTS SHALL BE CERTIFIED BY THE STATE OF INDIANA DEPARTMENT OF NATURAL RESOURCES AND FREE FROM DISEASE OR HAZARDOUS INSECTS. z _. �.. • , f Cc MaRTm r, ) ..._....... c-:. l -, r': 1. .. .......... ._.... .. .... .. �.. ... .. .. .... i,! _ - - , tS ` .. .:............:. ...... f t ,-: "t �/�......... r ! I -_ I , 3 ..................... ............... . - , GLS - , - , (� W,, ...............�....- .... .r / Cin ��I _ r:... r 3 \ f, W � 1 - A A ;i ),Cc r i 9 E3 G , I , L , r �: - ,. 1 . ,r , r, . .... . .... .. . .. .. ..:.... , ,, ,. '. - , --. I Y - fi ...:_ ........ ..-. `t'. .... 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CG , MaP 3 " 1 1 q 1 , „ ` ,< i C/) r2 3 i ,., ` '+ •, � �' , 1 J�� ` �" �f ' � � 1 ` ;, � 1 .:.- PpG CC Pa i r 2 , LsWo r PAP,, - � -.- , f ,.., it � '� LP I , ; � V T -�- F - ,�: ., .,, ; � .�-_,--_,��' -• - .,_, ,, MsK ,.: ,,-, _ _ � r 1� RPG 2 � '� 3 3 3 I 3 aR Pc Po I li t M l+ Gts r G {, ' R.l 2- LP 1 s Eq CG, I 1 i ___-_-__ ..__ - _ •- __ .r .mow_ _ _.. , • r-� l : fFara7ilTor� t o. hoard o Lomrn. -EvC 4_ - , } tF 2063— 15 7--� I_+ E dc �.. > „3 2..- Cc his f (is INGLE i ILY AND ECC 'A ARTERIAL TYPE -D -B FFEI2 YARD .z - 'P: Point is J59, -1 of SW Cor, SE/4 PON, M P- 1411, Pct, 21-9 - LANDSCAPE PLAN NOTES: SOD- ALL SOD SHALL BE CERTIFIED GRADE C T 1 CULTIVATED GRASS SOD: OF "ADVENTURE BLEND TURF TYPE TALL FESCUE (BY GENERAL CONTRACTOR) LANDSCAPE BED EDGE (TYP) MULCH (MULCH AROUND ALL PLANTS) RAINGARDEN. SEE SHEET L102 5 PERMANENT SEED (SOD ALTERNATE) LANDSCAPE RECOMMENDATIONS REQUIREMENT: PROVIDED: EAST PROPERTY LINE — INSTITUTIONAL USE BUFFER INSTITUTIONAL USE -- TYPE A BUFFERYARD REQUIREMENT 5' SIDE YARD; v c\1 3 SHADE TREES, 2 ORNATMENTAL TREES, 9 SHRUBS REQUIRED (PER 100 L.F.) VES NORTH, WEST AND SOUTH PROPERTY LINE -- INSTITUTIONAL USE BUFFER SINGLE FAMILY USE — TYPE D BUFFERYARD REQUIREMENT 25' SIDE/REAR YARD AND 15' FRONT YARD; YCS 5 SHADE TREES, 5 ORNATMENTAL TREES, 27 SHRUBS REQUIRED (PER 100 L.F) o *EVERGREEN TREES MAY SUBSTITUTE IN LIEU OF SHRUBBERY ON A 1;3 BASIS (1 CONIFER EQUALS 3 SHRUBS) a z � v c\1 Q i I CID 0o o `, a Irl .z {. t, l rri w `-_a 'r -- d- in as O va 0 w - 0� frim 3 d- Q N CIJO 00 �t 00 x c.cd --- z in "O u t- (::> e- _.e. d —A � m00 m r T I C/) I z WW W � a 7r W V ��U n h Fes- &L Q O V) Fn V) U) o a o W_ Cf co cr No, 20300131 STATE Of' V s% -A PE A�G�`\�\� ill FMIC A. CAR1>TR RIA 20300131 d 4 E } i I CID 0o o � Irl .z {. t, l rri w `-_a 'r -- r TN �. L¢> Lq U11 U OQ Q N CIJO W U-) O \ cv N O O z WW W � a 7r W V ��U n h Fes- &L Q O V) Fn V) U) o a o W_ Cf co cr No, 20300131 STATE Of' V s% -A PE A�G�`\�\� ill FMIC A. CAR1>TR RIA 20300131 d n •o v- r � O CD _- r (. j, P a��ra l Knt�Knowwhat's below. n I[ beforeou dig. Y � Within Indiana Call SBEEIT No" 8 1 1 or 800-382-5544 r flau s o Oqy, 7 nabs a Week PER INDIANA SIAL LANE IC 8-1-26- 1r IS AGAINST THE LAW TO EXCAVAI'[ WITHOU1 N01IFYING THE UNDERGROUND PROJECT NO. LOC91ION SERVICE TWO (2) WORKING DAYS BEFOPF COMMENCING WORK. IM �p� 09 Q542 E } CID o � d -- r TN �. n •o v- r � O CD _- r (. j, P a��ra l Knt�Knowwhat's below. n I[ beforeou dig. Y � Within Indiana Call SBEEIT No" 8 1 1 or 800-382-5544 r flau s o Oqy, 7 nabs a Week PER INDIANA SIAL LANE IC 8-1-26- 1r IS AGAINST THE LAW TO EXCAVAI'[ WITHOU1 N01IFYING THE UNDERGROUND PROJECT NO. LOC91ION SERVICE TWO (2) WORKING DAYS BEFOPF COMMENCING WORK. 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'•ilk✓ \ t / i \ t+ 4 i f F' r' r r U \ f Y i 4 t9 ,. t`r F`J 1 C . 5. l ....................................... ....................................:: f v f4. f f ` � 1. f l ) - 1' ; \ r q. r eEc• t > ar trende ., f i .F D ctiY 6 - o -r G1 c_.ui;_. f, 1 , cr•5a .. I•� t 5_ !- i �4 t t s "':::' '.. n. ! .r......... :1.:..., •�..,•. .. . xf - i r NOW \ ............. i:v..v:.� ;•.yzt2i::c::: �k:3-' .:a:...,.:, x�..: r' "-._. .. ;: _' r ...` i G .._ r' :•....rr>yd:: ..':a':r: t yts r ..::,:...: t 1� � � � �' t: S�,S: CitY 0F Gt4k OF 101M RAIN GARDEN LOCATIONS NOT TO SCALE 0`. .n cvvuv •v.�vv oovrty vvvv 6 MN GARDEN NOM: 1. WITHIN EACH ZONE, PLANT PLUGS SPACING 18'. MIX SPECIES WITHIN EACH ZONE, 2, AFITR PLUG INSTALLATION, PLACE MULCH, :A_'1_'D0 NOT MOW r-! OR SPRAY -- i .. 1 LANDSCAPE SIGNS __ii ill%{ _ P.,ND-9lt;ylri�G �P. E 622-}SSN-01 •tir� I�:. 4 3 2 • r• rr .. 4 S_ O • .5. � 1 J _w•si • t) •wi k##• ## >M w k SiSi . i' i. .its • ♦....i... Yr �15MR,>r s�L • t it *# ♦ vl w .### # k##•t*i#. # # • i iii. • ,R �=i•..55•.... k # # # * 5 M • :a1.. 17 � 5 � • • -•w ♦ Z ...r i I • i . � . 4 SS SS • •iS-_r ..55i ,, .is•. 1 .w i I 1 _ 55Si; } i1 � ■ ■ ■ ! I• 7V•. � 1 # )fl # ri�SSiS 551 �I I ■ • ,k .•2a # !Y Y 7k $ y I1� # 1 r.. r > • i i 4 I I I ..• r 1 r r • i ■ ■ ■ ■ ■ Y ■ ■ • C ■ ■ ■ N ■ s . • r • r e' ,v t � II iI 1 i • ■ r � r ■ ■ r i ■ ■ ■ ■ • i • ■ ■ ■ r • i 1 1 1 1 1 1 L- II. 1 1 ti U. U U �-,11i�7i=?tl: Jt. R..iL RI�It�lR�lrr=,:r-ung L 4 I[ --I It 1 II II Il it 1. II t I t - I �R =R I~�n It II II'�'1 t 1-,�"IEI��;�� _,1....,._.. I. li _ '��� �-„11-t(-1-I�li�li'�l-`jj'r•»it m'E— dll iI 11 >� Ia1iGf11�'�t ILII 1, .- •�• 1— .1 1 r- I rl.�i, I�Iy�l®�tr 1 PLANT SCHEDULE PI-BOTANICALKEY, NAME - Ahhrev, Common llome Latin i 11me liai_J-1 N_ r r_1_t:,� �es,,-ham,,u U r[�,r�t�,��a Flue :Mist It7evr�r atixlulr; �'f,l PaAiil. rrr1 Yrlli t=t x ,�,_Igv err% �rin�:�tlr.a ��r�rilitt�c�rJa i 1 f i�j1}I<'s' �r1ca� c ��.tx �rans;ii runtfwo r,i11t v i Ali y' 1 kldCl t fe'It 1Sd11 1 1Jfln -1 f a it 0NI v t-:.`. ,; Avg Ht (fiI 1 to ; 1 to3 _ 1 to 2 1 ti 2 1 tr, ;? • 1 1 to L Flower C�15tr f31ou1,1 1'imo —Rf 3v �f;liE mist-I,i_}_.;�,I,t .__.vY-t _ _ _ P i�,' 'W"o 1"1 r•i-,hri•1 N16,11[1.11'e t_C (o, med to m,�il� _� _ ,,°Jr, vl l 1 1 I i t I L1c Et: c A", tC _;,n ar� IrriE+ _ _ _ .-_ i R truC 11,10 -Juice f I `_ a V 1 y � •; L Bn BETULA NIGRA iY; '1111'); I'mil.11,•:ni , roerutJc. rtfaLrcr ; 2 tna F isil, T ll h t O'ek_u t ubiruk e q !^1hl:r_• A'I . ,_i.,; rii€'i_liurn r I t i�L _t I�?h: n,t li m ? 1 1 RI _it:Elt� h��� r!17t�!I�.{,fti+rlk <1t)3 I Ida E' s + ici; i,f; i nina)tn ,r 1 th1 til " ItE11;l�t.i t; d�u[ 1!s fRNte, lrri�; to ? 3 Ri idisf51'uun7:11 xw txrxtui r. 3toA t4Ar,l1N3111 t1N 'I F ) 6^n)1 rt � a!tr rt i.. { to rf i•,kititl7li`1 3n I -1Pa tit i .I) 7 A .t,.lyd-f� R.tI 3 to 4 7tc)._l flr,e_�_ tellu,r y c'? hu. �t�l�t Fl,t i)r.t i,1 1 rAl un -Jolt mtsrlirinJ medium f rnp,hurn , r I 1 f=ri I-) At d Ih cnriwn (rill: tlJtj r+lJ l �i r tll (7G I 2 1/21 2 F . '+tl�i' t i ii C I r _c! in_4Ut i ti:tt�nit �, r� , i) Jtr r tai `_a c>nlah) 1 r•, ht,;n1 .1,-. , ��'r.�iEr,r11 r 7115 .J : Lii,; a�- q�,�. },i>t•� Ali , ;Eyr tdr¢ k:r+ nl tl t, t� n r.t,Grrr�J rr idluul LIQUIDAMBAR STYRACIFLUA 'WORPLESDON' I - `J H .r_ I i t') ;? j 1 to taornt I�urlah� 1 1 to 1''d�t t t! I 'IEo'v.a I.wsr�lEt�llnliE 5lir lien) t lonni'd1i 1'.41111 1�rnsicl7 ts+t rirmtlr,i.; r , ;oarJti= tnurn wra �.)N,,Ii ii 1 tct v;Alite Iyiav--July n-ierliuIII 1 k, 1 vi Alhi+ 1'.; 1 SEE PLAN A t l tlr- )_:f litict,l -__ t 10!1(1 Ntd -rr'll pitvs ! 1 to Nut �17t i 11 1 I"[IE C.IiUltl , SEE PLAN Ob QUERCUSBICOLOR SWAMP WHITE OAK 1 t i! _ _.. r '• .-.... .. LIMA (,; IIIf> t _ ti _.._,_ _ ._-... ... ...__. -. __.. fl 3ztJ Tri 2lUlPi r 0 11!7!!111 .. _. ._._ .. _. _. C'tlpa OfldtN]f?0dofiatm-o Li(lu _ !t tic? i tr, 3 ... ....._. to 3 to F, bro,A) —._. _ _. v' iii= ilii4 A•.k1 - Anq yli nrfilhi'f'1 t Ir edii:Iri } - P. ! v At E Pii R Irn31 Fit I t ,tixli •N F l t1t hT,ino Astor i u til- COr `Its 'i Loner k w r_i I +_ I„Fs -or] (41, tar [ nh )i t r dttirxtvp l ht 'ti5frtltY Vlrl) r'.>,� —L Iter 11,la rr Fr Yr)i iJ 1fn i ! 1j),41 ,lrutr� Pm11)IrfH })11maf0 ? � to' -J)173 3 to 4 3 ti, -1 i to 4 a%i Anli f E�tlr( vl: n , ,1101 i an tl rel:: land<. ptlt1)li� t .Ir}n-Aute r1iI iulil pnk Alty 1�� )? fUr JiUitt r_II11tn1 - Judy—ALK] Ified�Cifil BERCIiEEd 7fff8 Pa :A_'1_'D0 NOT MOW r-! OR SPRAY -- i .. 1 LANDSCAPE SIGNS __ii ill%{ _ P.,ND-9lt;ylri�G �P. E 622-}SSN-01 •tir� I�:. 4 3 2 • r• rr .. 4 S_ O • .5. � 1 J _w•si • t) •wi k##• ## >M w k SiSi . i' i. .its • ♦....i... Yr �15MR,>r s�L • t it *# ♦ vl w .### # k##•t*i#. # # • i iii. • ,R �=i•..55•.... k # # # * 5 M • :a1.. 17 � 5 � • • -•w ♦ Z ...r i I • i . � . 4 SS SS • •iS-_r ..55i ,, .is•. 1 .w i I 1 _ 55Si; } i1 � ■ ■ ■ ! I• 7V•. � 1 # )fl # ri�SSiS 551 �I I ■ • ,k .•2a # !Y Y 7k $ y I1� # 1 r.. r > • i i 4 I I I ..• r 1 r r • i ■ ■ ■ ■ ■ Y ■ ■ • C ■ ■ ■ N ■ s . • r • r e' ,v t � II iI 1 i • ■ r � r ■ ■ r i ■ ■ ■ ■ • i • ■ ■ ■ r • i 1 1 1 1 1 1 L- II. 1 1 ti U. U U �-,11i�7i=?tl: Jt. R..iL RI�It�lR�lrr=,:r-ung L 4 I[ --I It 1 II II Il it 1. II t I t - I �R =R I~�n It II II'�'1 t 1-,�"IEI��;�� _,1....,._.. I. li _ '��� �-„11-t(-1-I�li�li'�l-`jj'r•»it m'E— dll iI 11 >� Ia1iGf11�'�t ILII 1, .- •�• 1— .1 1 r- I rl.�i, I�Iy�l®�tr 1 PLANT SCHEDULE PI-BOTANICALKEY, NAME - COMMON NAME sm 1 ROOT f� r� �'AC�i{i CIAIAtVs ri R c trr CANCIFY DECIiUOUS TREES a V 1 Q •� � •; L Bn BETULA NIGRA RIVER BIRCH 2 1/2 8 X SEE PLAN MULTI -BRANCH Po PLATANUS X ACERiFOLIA 'EILOODGOOD' BLOODGOOD LONDON PLANETREE 2 1/2” 12 X � M N SEE PLAN IV GtS GLEDiTSiA TRIACANTHOS INERMIS ) SKYCOLE, PP1619 SKYLINE E HONEYLOCUST 2 1/21 2 X SEL PLAN LsW LIQUIDAMBAR STYRACIFLUA 'WORPLESDON' WORPLESDON SWEET GUM 2 1/2" 10 X SEE PIAN Lt LIRIODENDRON TULIPIFERA TULIP TREE - _ 2 1/2" 15 X SEE PLAN Td TAXODIUM DISTICHUM BALDCYPRESS 2 1/2" 19 X SEE PLAN Ob QUERCUSBICOLOR SWAMP WHITE OAK 2 1/2" 2 X SEE PLAN Qr QUERCUS ROBUR RED OAK 2 1/2" 6 X SEE PLAN Zv ZELKOVA SERRATA 'VILLAGE GREEN' VILLAGE GREEN ZELKOVA 2 112" 2 X SEE PLAN BERCIiEEd 7fff8 Pa PICEA ABIES NORWAY SPRUCE 8' 5 X SEE PLAN Ps PINUS STROBUS WHITE PINE 8' 3 X SEE PLAN PpG PICEA PUNGENS GLAUCA COLORADO BLUE SPRUCE 8' 8 X SEE PLAN ENTAL UNDERSTORY TRifS AgA AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' AUTUMN BRILLIANCE SERVICEBERRY 1 112" 4 X SEE PLAN Cc CERCiS CANADENSIS 'FOREST PANSY' FOREST PANSY REDBUD 1 1/2" 25 X SEE PLAN Ccl CRATAEGUS CRUS-GALLI 'INERMIS' THORNLESS COCKSPUR HAWTHORN 1 1/2" 1 X SEE PLAN Map MALUS 'PRAIRIE FIRE' 'PRAIRIE FIRE' CRABAPPLE 1 1/2"_ 9 X SEE PLAN MaR MALUS 'RED JEWEL' 'RED JEWEL' CRABAPPLE 1 1/2" 16 X SEE PLAN DE*DUOUS SHRM MIN 18" CsT CHAENOMELES SPECIOSA 'TEXAS SCARLET' TEXAS SCARLET QUINCE #3 25 X EaC EUONYMUS ALATUS 'COMPACTUM' DWARF BURNING BUSH 18" 35 X SEE PLAN MIN 18" Fg FOTHERGILLA GARDENII DWARF FOTHERGILLA #3 8 X FxC FORSYTHIA X COURTASOL GOLDTiDE DWARF #3 26 X MIN 18" RaG RHUS AROMATICA 'GROLOW' GROLOW SUMAC #1 11 X xx MIN 18" Vj VIBURNUM X JUDDII JUDD'S VIBURNUM #5 33 X SEE PLAN MIN 18" VpT VIBURNUM PLICATUM TOMENTOSUM 'NEWZAM' NEWPORT VIBURNUM 18" 17 X SEE PLAN MIN 18" Mpafa WK—W MIN 18" BkG BUXUS X KOREANA 'GREEN GEM' GREEN GEM BOXWOOD 18" 24 X SEE PLAN MIN 18" IB ILEX X MESERVEAE 'BLUE PRINCE' BLUE PRINCE HOLLY 18" 21 X SEE PLAN IP ILEX X MESERVEAE 'BLUE PRINCESS' BLUE PRINCESS HOLLY 14 X SEE PLA JcS JUNI PER C ENS1S �S GREEN' LL SRE EN JUNIPER 1� 9 X SEE PLAN mE TAXUS X MEDIA 'EVERLOW EVERLOW SPREDING YEW 18" 21 X SEE PLAN TaH THUJA OCCIDENTALIS 'HOLMSTRUP' HOLMSTRUP ARBORVITAE #8 10 X SEE PLAN ORNAMENi'AL c ISMS 1 CG CARER GLAUCA BLUE SEDGE #1 15 X 24" HS HEMEROCALLIS 'HAPPY RETURNS' HAPPY RETURNS YELLOW DAYLILY #1 26 X 2.5' MsK MISCANTHUS SINENSIS 'KLEINE FONTAINE' LITTLE FOUNTAIN DWARF SILVER GRASS #3 10 X 24" Pi PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN FOUNTAIN GRASS #1 9 X 2.5' SCALE: 1 " = 40' 0 20 40 80 .F W014rs� I m � 00 ryJ'�7� u ) 1 N f� r� v r w to ri a �r cli a V 1 Q •� � •; L a00 10 A F—i U '-S a µ�q q M+ H %0 0 •py �t t t d? � M N z cps, aIt IV a•00 s®1a -M,4, 000M .F W014rs� I m 0, a o a lei o In In In a it Cliff in W Cq T ERFot�,A� No. 20300131 � S'TATE OF � o 4 PE A►RC',r��`�`� DR1C A. CARTER RLA 20300131 � ryJ'�7� u ) 1 z o f� r� v r w to ri 00 cli V w � � a P, F�� p o A A U •� R i� cro 0 A`rNoc3 e� 0, a o a lei o In In In a it Cliff in W Cq T ERFot�,A� No. 20300131 � S'TATE OF � o 4 PE A►RC',r��`�`� DR1C A. CARTER RLA 20300131 C� Knorr whars below. II before you dig. a Within Indiana Call SHEET NO. 811 or 800-382-5544 24 Hours a Doy, 7 Days a Week. PER INPtANA STATE t -AW IC 8-1-26. L I A2 IT IS AGAINST THE IAM 1'0 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. W09.0542 � ryJ'�7� u ) al tri U vz C� Knorr whars below. II before you dig. a Within Indiana Call SHEET NO. 811 or 800-382-5544 24 Hours a Doy, 7 Days a Week. PER INPtANA STATE t -AW IC 8-1-26. L I A2 IT IS AGAINST THE IAM 1'0 EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND PROJECT NO. LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. W09.0542 WA iE U og� C7 v ca E S p e c ific s do n s for In s to llin g B io -R a to n do n Plugs Part t General 1.01 Seclion Includes A. Prepaf8lion B.PIli InsiaIla tion C . M aintenance 1.02 Eill vironIn ental require m enIs InsiaIla tion shall be perform ed between Aplin and 0 cfobel 1.If site is plepared a any other iim a of the year, stabilise with file ing seed nl ix per acre. 64 Ibs seed oafs (Aveda saliva( 25 lbs annuallye grass (Lolil+at m(rlfifloI'll laj Under no eifcum stances shall the site be stabilized with winler rye. grain rye, or,Winter wheaI. These plaids produce toxins IhaI inhibit native plant g10` III. Part11-Products 2.01 Plugs A . P lugs shall be in 2 318" square X 3 1/deep open-boItout ed pots. N o species shall be substituted wilhout approval of the architect. B. Plugs shall he inoculated ,villi V A M (VesiculaiArbuscitlatMyc011hizaej endoIli ycorrhizalfungi as provided by Spence Restofation Nursery or approved source w here available. 2.02.MitIch Mulch shallbe shredded hai(Iwood 2 .0 3 P Ill s G rases Yelton, Fax Sedge (Carex annectaPs xat)tbacarpal B cool e Num in ock Sedge (Carex broth oides) Flank's Sedge (Carex traltkit) Fax Sedge (Carex v it 1p in o id e a 1 Tufled Hail Grass 10esclrarllpsia caespitosa) Reddish Bulrush (Scirpas peitdulaSI Prairie Dlo1)seed (SporoboIli s beterolepis-1 W ildIloweis Shining ASlet(Aster firm iis) New England Astei(Aster novae-angliae) SI)olie d Joe -Pye W e e d (E it p a to riti m wacuiafit rtl) 0ueen of the Plaitie (✓^ilipeudttla rubra) B ofile G enlian (G eatiaaa aadrerVsif) Blue Flag (Iris virgltlica varsl)reveii Dense Blazing SIar (Liatris s,oicata) C ardinaI FIo,1er (Lobelia ca rdit) aIts ) Great Blue Lobelia (Lobelia sipItilitica) Ili onI,eyflo e (41 fiat turfs rift gen s) SmooIli Beard tongue (Penstotoorl calycosus! Foxglove Beardtontlkie (Pensto-mon digitalis) _ - M ountain M 1111 (Pyr1)a11tIt0Il uin virgiilia1)1111) j SeeIBlack-Eye(1 Susan (Ritd1)eckia sithtometltosa) Riddell's G old enrod (Solidago riddellii) C u1ver's R ooI (Voro flea stritm vi(git) icilill i GoIdeli Alexanders (Zizia aurea) Part III • Execution 3 .0 .I . V e rific a do n A.1lelify that site is at specified glade with the specified soil ix placed but not cont pacled B. Verify that site is clean and free of debris. 3.02 P IeparaIion A.If ;vegetation including cover crop exists ort the site ,apply a 2 S6 glyphosate herbicide at least 1,}r0 weeks prior to installation on all actively grow ng vegeIaIioit. Vefify That a good kill leas resulted flora the herbicide application prior to planting. B. Spread specified ill tlIc11 t0 a depth of Iwo inohes across the area to be 1)1ugge(I. C . D o flat apply any fefliliZer 3, 03 Ins[aIla (ion A.Use an auger of other appropriate tool to excavale planting hales on 1 foot centers in a slag gered pattern. B. Evenly distribute grasses and sedges thloughoui planting. Place wildflowefs in inform al drifts 0f 3-7 of any one species with the e(Iges blended into adjacent species to avoid a form al appearance. C . P lan1 plugs level with exisiing soil glade, Be certain that soil is placed around the plugs and firm ed into place. D o not fill around plugs with D , Thoroughly soak plugged area with ,eater until soil ism oist to a depth of 4 inches. 3,1)4 M aIli lenaItce A. P u I I w e e d s ofihe f o I I o w i n g species deem ed deiIiin enIal to praiI e 1)1anfin 9S. Canada Thistle (C irsium at•vense) 0 (Ieen Anne's lace (Daticus carota) w, eel C lover R eiilotus spp) B. S upplein enI rainfall with walefiltg so that plugs area reoeives 1 inch of wafer per tiareek for the first 6 weeks or until 001`01191`11y established 3.05 Acce1)lance A. Plugs sha11exhibitvig010us gr0-�Vih and be thoroughly roofed by [lie end of first gro,ving season. B. A lit inim um of 95% of plugs shall be alive and growing a1 the end of the Iitst groin season. Spence Restoration Nursery P.O. B ox 546, 2220 E. Fusotl Road M untie, IN 47308 Tel: (765) 280-7154 Fax: (765) 286-0264 IitleInet: hI11) spencelit ufseiy.conl C'3 2' 7 6 LANDSCAPE MOUNDING DETAIL (NO SCALE) 2"4" of hardwood mulch. Aged wood chips or similar mulch. Keep mulch 2"-3" from trunk. Backfill using existing soil. Water— thoroughly to eliminate air packets. I� WATT f 5 4 3 3w LAYER OF MULCH Remove tags and labels. r LAYER OF MULCH/SURFACE FINISH Prime only dead or broken 1 P—EMERGANCI (SEE PLAN) branches or double leaders Remove Wire Baskets. HERBICIDE WEED FABRIC at planting time. Before tree is in pit remove bottom (WHEN NOTED ON PLANS) of basket cutting borirantally. Bud graft. PREPARED a of the basket cutting vertically. Root Collar/ Plate: ' 17 PtAHT1NG BED � Collar shall be level or up to �o V-2" above finished grade. 2"4" of banlwood mulch. Aged wood ' } chips or similar mulch, Keep mulch 2%3" from trunk, and expose root flare. Soil grade. REMOVE Backfill using existing soil. Water— Score sides of the thoroughly to eliminate air pockets. planting pit walls. L' ry�.iyy ,i.yEc �. �+ •t M. :............:I" ,,.-...�...€: � ROOT CONTAINERS VARIES j:..-.._. ............. SUDGRADE SEE PLANT SCHEDULE FOR SPACING SEMIQ M PLANTING SOIL SHALL BE EQUAL PARTS SPHAGNUM PEAT MOSS, COMPOSTED MANURE, AND EJSRNG SOIL TAMPED FiRMLY, c.a GIZ.OUNDCOVER PLANTING tEE (DRIP -UNE) FENCE POST 4SIBIM PLASTIC FENCE NATE: AV014ING DAMAGE DURING CONSTRUCTr0 THE SUREST WAY TGP—._ ROTEGi TREES THAT R IS 100. (1) WORK WITH THE BURDFR TO LOCATE AND NARK WiTH FIAGQNG AND/OR $IMS ALL CONSTRUCTION ROADS, PARKING PLACES FOR WORKERS, AND AREAS FOR STORAGE OF BUILDING MATERIALS, GRAVEL AND SOIL, (2) WORK WITH THE UTILITY CONBACTORS TO STAKE OUT THE EXACT LOCATION OF TRENCHES, AND (3) ERECT PHYSICAL BARRIERS AROUND ALL 'SAVED" TREES OR, BETTER YET, AROUND GROUPS OF TREES, NEAR THE CONSTRUCTION ACT1M. (4) EXTEND BARRIERS AS FAR AS POSSIBLE BEYOND DRIPUNE, BARRIERS THAT EXTEND BEYOND THE DRIP LINE PROTECT TREES DURING CONSTRUCTION. TREE PRESERVATION DETAE[j Remove tags and labels. Prune only dead or broken branches or Bauble leaders at planting time, Root Collar/ FlaTc; Collar shall be level or up to 1"-2" above finished grade. Remove any excess soil to locate --y and expose root {tare. Soil grade. Scare sides of the planting pit walls. 4. .w. -4- Leave leave soil wider ball undisturbed —' to support root ball and reduce settling. 1 112 - 2 times ball diameter SHRUB PLANTING AIL NM TO SCALE (NO SCALE) Remove transit guard. Remove Wire Baskets. —�--- Before tree is in pit remove bottom of basket cutting horizontally. After tree is in pit remove the test of the basket cutting vertically. 2"4" of hardwood mulch. Aged wood chips or similar mulch. Keepmulch 2"-3" from trunk. Backfill using existing soil, Water— thoroughly to eliminate air pockets. (NO SCALE) CUT TO P A FLo FOR 2 D l PLAN 8" 2—PLY RUBBER HOSE DOUBLE STRAND 12 GAUGE WIRE COVERER W/2—PLY RUBBER HOSE PAINTED FLUORESCENT ORANGE WHITE FLAGGING C".) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER B' STEEL TEE POST BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP FROM TOP 1/3 OF THE BALL, REMOVE ALL ROPE, AND METAL BASKETS LANDSCAPE NOM FOR THE TYPE OF MULCH MATINK TO USE. -TOP OF ROOT RALL TO LTE SET 4' H00 nM AWAMIT EARTH GRADE TREE PLANTING ON SLOPE (NO SCALE) Leave soil under ball undisturbed —� to support root hail and reduce settling. 1 112 - 2 times ball diameter TREE PLANTING DETAIL NOTTO SCALD ewr+c irt^±r� �:. i8 nr.%!a-.tia.X:iwWtrA• rttia: i4>Jra:fasn-i`�i. Y>xcxY�.crav-.asx>+i.Cat"i-.(na..vrs✓��±�Y.-t�t+,+liar.F�YiSstru us�.n,«iq-baa Y�::tc:.. Fuy,>.+-eW.4`W.wig^i:w.virtiia.-Y�RrV�,�`+:nse. -c is•..:...✓�e+J se�vYavwm�.. � ��st :.r .a2Ka.v� h..e:.�ae.ke-w�...m ,s:Hti�+.,±rrr v+'i4 ahut<s-4� :u.^ewsk.? . 4•.wa';i re.Gd': f:y .rp„y_,.� 6r - i%auy,. GRAVE WN STRIP IS NOT REQUIRED WHERE PLANTING BEDS OR CONCRETE LTATWORK IS DRIEMY ADJACENT TO BUILDING. GRAVEL MOWING STRIP (NO SCALE) Remove tags and labels. Prune only dead or broken branches or double leaders at planting time. Root Collar/ Flare: Collar shall be level or up to I"-2" above finished grade. Remove any excess soil to locate and expose root flare. Soil grade. 'Core sides of the > planting pit walls. Leave soil underball undisturbed —� to support root ball and reduce settling. —11/2 - 2 times ball diameter EVERGREEN PLANTING DETAIL yoT TO SCALH O oA eq P. b dam' aqs a b b � 00 %00 a s .0 ' '� to a U o 4-b 00 � 0 00 �d sae; O .� r� •e M 00 M V1 W :4) CL 10 e .. LO Remove tags and labels. Prime only dead or broken 1 branches or double leaders Remove Wire Baskets. at planting time. Before tree is in pit remove bottom p of basket cutting borirantally. Bud graft. After tree is in pit remove the rest a of the basket cutting vertically. Root Collar/ Plate: Collar shall be level or up to �o V-2" above finished grade. 2"4" of banlwood mulch. Aged wood ' Remove any excess sail to locate chips or similar mulch, Keep mulch 2%3" from trunk, and expose root flare. Soil grade. Backfill using existing soil. Water— Score sides of the thoroughly to eliminate air pockets. planting pit walls. L' ry�.iyy ,i.yEc �. �+ •t M. W +Y". • W ♦ W e y we •w� Leave soil under ball undisturbed —� to support root hail and reduce settling. 1 112 - 2 times ball diameter TREE PLANTING DETAIL NOTTO SCALD ewr+c irt^±r� �:. i8 nr.%!a-.tia.X:iwWtrA• rttia: i4>Jra:fasn-i`�i. Y>xcxY�.crav-.asx>+i.Cat"i-.(na..vrs✓��±�Y.-t�t+,+liar.F�YiSstru us�.n,«iq-baa Y�::tc:.. Fuy,>.+-eW.4`W.wig^i:w.virtiia.-Y�RrV�,�`+:nse. -c is•..:...✓�e+J se�vYavwm�.. � ��st :.r .a2Ka.v� h..e:.�ae.ke-w�...m ,s:Hti�+.,±rrr v+'i4 ahut<s-4� :u.^ewsk.? . 4•.wa';i re.Gd': f:y .rp„y_,.� 6r - i%auy,. GRAVE WN STRIP IS NOT REQUIRED WHERE PLANTING BEDS OR CONCRETE LTATWORK IS DRIEMY ADJACENT TO BUILDING. GRAVEL MOWING STRIP (NO SCALE) Remove tags and labels. Prune only dead or broken branches or double leaders at planting time. Root Collar/ Flare: Collar shall be level or up to I"-2" above finished grade. Remove any excess soil to locate and expose root flare. Soil grade. 'Core sides of the > planting pit walls. Leave soil underball undisturbed —� to support root ball and reduce settling. —11/2 - 2 times ball diameter EVERGREEN PLANTING DETAIL yoT TO SCALH O oA eq P. b dam' aqs a b b � 00 %00 a s .0 ' '� to a U o 4-b 00 � 0 00 �d sae; O .� r� •e M 00 M V1 W :4) CL 10 e .. LO 1 Z p a �o s CA ,A� No. 20300131 STATE OF MIANP 0". ERIC A. CARTER RLA 203OD131 v U V c.a a. WWW Q c. SHEET NO. L2V1Wil.] r ma ,ate y a.v ar.n �•�� t ^ate _.� PROJECT NO. W09.0542 N UT L.5 L K.8 d I C F V 0�ollllll UK u e7) 00 i P24 -0'-8" \ O HSS 6x6x3/8 F5.0 -2'-8" \ 1 P24 --0'- 8" HSS 6x3/8 STEP FTG. 1 2'-8„ CD CJ - 15'-2 7/8" 11'--3 5/8" DN (:DFOUNDATION PLAN -- UNIT A PLAN TRUE 1/8" = 1'-0" NORTH NORTH 140' -9 1/8" ON /Y PLAN TRUE NORTH NORTH I I I� FORTE GOG tERE I I r f -BELL TOWER CALT. A1) KEY PLAN NOT TO SCALE �n 3 ,a = �Ta s�v a 4Z M 0 It �JDQ W w CC � Uoz � L z ®Q U � Q (� W W c Z WE z U) � F_ C!) Co —� i `N�gttlNpp� .... • � :M fp W r <; 4 co !ri z a w C'r) 0 1 (y) LL _D 0j 0U LA W n' a <r o v) (DN N PLAN TRUE NORTH NORTH FOUNDATION PLAN - PORTE COCHERE AND ALTERNATE 1 BELL TOWER 1/8" - I' O" G G I' � CT CS C PLAN TRUE NORTH NORTH FOUNDATION PLA - UNIT B 1 /8" 1 ' O" 8' WF36-2'--0" K3/8 /8 cv 1. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT BE INDICATED. 2. ALL ELEVATIONS ARE REFERENCED FROM THE FIRST FLOOR FINISHED FLOOR ELEVATION 0'-0". SEE SITE/CIVIL DRAWINGS FOR ACTUAL U.S.G.S. ELEVATION. 3. STEP THE BOTTOM OF All PERIMETER WALT_ AND COLUMN FOOTINGS AND SLEEVE AS REQUIRED FOR PLUMBING LINES (I.E. SANITARY SEWER, STORM SEWER, WATER LINES, ETC.) SHOWN ON PLUMBING DRAWINGS. PROVIDE STEPPED FOOTINGS AND SLEEVES PER TYPICAL DETAILS. 4. ALL INTERIOR MASONRY WALLS WITHOUT FOOTINGS TO BE INSTALLED ON THICKENED SLAB. REF, TYPICAL FOUNDATION DETAILS FOR MORE INFORMATION 5. COLUMN AND WALL FOOTINGS TO BEAR ON ALLOWABLE SOIL PRESSURE OF 2,000 PSF. WHERE THIS CAPACITY CANNOT BE ACHIEVED, THE SOIL SHOULD BE REMOVED TO A DEPTH APPROVED BY THE SOILS ENGINEER AND REPLACED WITH ENGINEERED FILL WI I H AN ALLOWABLE SOR PRESSURE MAT-CHING THF DESIGN PRESSURE LISTED ABOVE. 6, EARTH -FORMED FOOTINGS ARE ACCEPTABLE WHERE SOIL CONDITIONS PERMIT (i.e. WHERE THE BANKS OF THE EXCAVATION WILL HOLD WITHOUT CAVING). HOWEVER, THE PLAN DIMENSIONS OF ANY EARTH --FORMED FOOTINGS MUST BE INCREASED BY A MINIMUM OF 2" ALONG ALL EDGES TO COMPENSATE FOR INACCURACIES ASSOCIATED WITH EARTH -FORMING: 2'-0" WALL FOOTINGS BECOME 2'-4" WIDE, AND 5'-0" SQUARE COLUMN FOOTINGS BFCOMF 5'-4" SQUARE. 7. EXTEND FOOTING MIN. 6" BEYOND EXTENTS OF PILASTER AT THIS LOCATION. 8. AS PART OF ALTERNATE 1: 1'-4" CONCRETE BLOCK FOUNDATION WALL CONSISTING OF (1) 4" BLOCK AND (1) 12" BLOCK w/ #6 @ 16" o.c. VERT. AND HORIZ. REINFORCING AT 16" o.c. GROUT ALL CORES SOLID. 9, 12" THICK ELEVATOR FOUNDATION w/ #5 ® 10" o.c. MAX. EACH WAY, TOP AND BOTTOM. PROVIDE #5 DOWELS AT 12." o.c., EACH FACE, FOR VERTICAL WALLS DESCRIBED IN NOTE 10. 10.12" CONCRETE WAILS w/ #5 @ 12" o.c. EACH FACE EACH DIRECTION. PLAN LEGEND: C.J. DENOTES CONTROL JOINT LOCATION, REF. 8/S13 F.F. DENOTES FINISH FLOOR T/'X' DENOTES TOP OF WALL, FOOTING, PIER, ETC. F4.0 -1'-4 DENOTES COLUMN FOOTING SIZE AND TOP OF FOOTING ELEVATION WF24 4-4 DENOTES CONTINUOUS WALL FOOTING SIZE AND TOP OF FOOTING ELEVATION P20 -0'-8" DENOTES CONC. PIER + T/PIER ELEVATION 4" CONC. SLAB w/ 6x6 W1.4xW1.4 W.W.F. ON 10 -MIL. VAPOR BARRIER ON 6" GRANULAR FILL HOLD FOUNDATION WALL DOWN 8" FOR TYP. EXTERIOR ENTRANCE, SEE 19/S13. PIPE PENETRATION THROUGH FOUNDATION WALL, REFERENCE PLUMBING DRAWINGS AND SECTION 10/513. COORD. AND VERIFY ALL LOCATIONS (INCLUDING THOSE NOT SHOWN ON DRAWINGS) AND INVERT ELEVATIONS. WALL FOOTING SCHEDULE FIG FOOTING SIZE FOOTING REINFORCING MARK WIDTH DEPTH TRANSVFRSF LONGITUDINAL DOWELS WF24 2'--0" 1'- O" #4 @ 96" O.C. (3) #5 #5 @ 48" o.c. WF28 2'-4" 1'-O" #4 @ 96" O.C. (3) #5 N/A WF30 2'-6" 1'-O" #4 @ 96" O.C. (3) 115 #5 @ 48" o.c. WF33 2'-9" 1'-0" V-2" #4 @ 96' O.C.(3) #5 @ 48" O.C. #5 (4) #5 N/A WF36 3'-0" #5 @ 48" o.c WF36A 3'-0" 1'-2" #5 @ 48" O.C. (4) #5 N/A COLUMN FOOTING SCHEDULE EL FOOTING FOOTING SIZE BOTTOM REINFORCING MARK WIDTH X LENGTH X DEPTH EACH WAY (U.N.O.) F4.0 4'-0 4'-0 1'-2 (4) #5 x 3'-6" F5.0 5'--0 5'-0 1'--2 (5) #5 x 4'-6" F6.0 6'--0 6'-0 1'-2 (6) #5 x 5'-6" F45 4'-0 5'-4 1'-2 1 (4) #5 x 4'-10" (5) #5 x 3'-6" F46 4' 0 6' 0 1,-2 (6) #5 x 3'-6" F24 24'-0 24'-0 3'--0 (24) #5 x 23'-6" (ALT. 1) W TOP AND BOTTOM NOTE: THICKEN FOOTING AS REQUIRED AROUND ANCHOR BOLTS TO PROVIDE A MINIMUM OF 3" CONCRETE COVER. COLUMN PIER SCHEDULE MARK SIZE VERT. REINF. DETAIL (SEE BELOW) P1 _- 26" x.34" (10) #6 C P2 24" x 48" (13) #6 A P3 24" x 40" (10) #7 C P4 _ 1-7" x 25" (10) #5 C P24 24 x 24 (8) #6 B NOTES: 1. PROVIDE #3 TIES IN ALL PIERS w/ MIN, 1 112" CLEAR 2. HOLD TOP TIE 2" BELOW T/PIER, NEXT (6) SPACES @ 4" o.c. MAX., BALANCE AT 8" o.c. DETAIL "A" DETAIL "B" DETAIL "C" C e e • O O O z �z 4" rt CY'3 o z w W m F- mi cr u V a z u EL Z U T0 Q U W z w D z 0 CD �`F— ^ VJ ® C) Lo OtA 4v '' (Lq'%,S •�� I• d' 's . ...... o°tea L 0 07 {J� t u 0 W a w w � < o _ � Page 2 Pilgrim Lutheran Church o' 3/21/2011 z r Page 1of2 'N Potential Cost Reductions Assumptions and Clarifications 1. Eliminate Bond on GC <$ xx,xxx> 1. Pricing based on plans dated xx l 2. Other crazy ideas f 2. Includes Addenda: a. March 11 email from RMW b. Addendum 1??? 3. Project Schedule a. Contract Award April 1, 2011 b. Start Construction May 1 c. Substantial Completion June 1, 2012 d. Total Calendar Days 395 Exclusions 1. Boundary Survey 2. Phase 1 Environmental survey 3. Environmental remediation costs 4. Wetlands remediation measures 5. Builder's Risk Insurance by Owner 6. Corrective measures to remedy unsuitable soils 7. Salvage and relocation of decorative art glass. This contract includes installation only of material delivered to project site. 8. Air -water barrier behind brick facade - none is shown. We recommend that a full air -water barrier be detailed by the architect and added to the project scope. 9. Electrical work as detailed by others: Fire Alarm, xxxx 10. SHIEL SEXTON COMPANY, INC. - PROFESSIONAL CONSTRUCTION SERVICES 0 3:\CommerciaE\FDUCK\New Work Prospects\Pilgram Lutheran\Assumptions & Exclusions Pilgram.doa S[IIEL SEXTON COMPANY. INC -PROFESSIONAL COtiSTRliCTION SERVICES 10 3/16" 15,-0" 1 15,-0" (90 PLAN TRUE NORTH NORTH 15'-0" I- Z. It -u -0 41 HSS 6x6x3/8 3.0-2'-0" 2 4 SS 6x6x3/8 1 C� -cJ F5.0 -2'-8" HSS 6x&3/8 S13 r7 CD 00 00 If i r2 4-- Lli ci U) I WF 36 WF36 -2'-0" WF36 -2'-0" — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- F 7 j P24 -0'-8" — — — — — — — — — — L05 - HSS 6x6x3/8 I STEP FTG STEP FTG. STEP FT�3,,. STEP FTG. Ln r STEP FTG. J J- J ci F - r -- I 1 1'-4" 1 V-4" L ci 2 -0__ 2'-0" I , I L CD CD CD &.8 U3 T/C 0'-0" N al r4I I I I v c� ! T/C 0'-0" 3 DK— i L WF36 -0'-8 WF -36 -0'-8" i o — — — — — — — — — -- I L — — — j L ci ci ci ci p �jq —WF36 --0'--8 --- — — — — — — — — — — — — --- — — — — — — — — WF36 -0'-8" ci Fj L -J -c too I Ito ^94 3 00 It CD 1'.� �4 I cJ LZ cJ STEP FTG, -'.'I T/C 01-011 L --18TEP FTG L F4.0 -2'-8" F 4'-0" F-( STEP FTG. I .) STEP FTG. STEP FTG. 4 cn P24 -- - " ---- - -1 21-0" -0-8 l'-4 --- 6x6x3/8 J:J� L HSS L E04 ---- ----------- 7, 17- — -1L WF36 -2'-0" WF36 C114 Q, 1 .4, 2 S13 D 2'-8" IL (I x5 c"o C.7 HSS 600/8 C B. F4.0 -2'-8" -46 -2'-8" 1 P24 -0'-8" I - (4)HSS 12x12 81'-7 1112" 9'-6" . ..... .. (a A )/ PLAN TRUE NORTH NORTH FOUNDATION PLAN — UNIT C 1/8" = 1 0 -0„ 2'-" WF36 8 -20-0 1! ON FOOTING 10 3/16" 15'-0" I 110 3/16" 13'-3 5/8" 1- 3.8)( 24- 25 ALTERNATE A3 FOUNDATION PLAN — UNIT C- � #6 HAIRPIN 15'-0" BAR, TYP.. 11 1 / 111 1 1 #6 HAIRPIN BAR, TYP. -0'-8" I 110 J/11 13'_3 5/8" 'n �eg Now op 0 om - j fill, V, ( DN C//V ) PLAN TRUE NORTH NORTH `-�PDRTE GOGHFRE ELL TOWER CALT, Al) KFY P[AN NOT TO SCALE rr Y mm X co c) Nt < Z < 0 z Lu w -j Z> T- 0 u - z < IL Z: 0 oc < W W C-) Z: wU) zz 0 < 3: (o F- c/) W LoC) (o CY) OtA 8.74 .......... f X$ v A. �6 v •......... ©Fwd �` s, limit 0 ui r-4 0 IA --D C) Li Li Q- Q 0 N co --L- -- T- o, @ (s (B PLAN TRUE NORTH NORTH 2nd FLOOR _// LOW ATTIC FRAMING PLAN — UNIT A 1'-0" I I ----PORTE GOGHERFE BELL TOWER CALT- Al) KFY PI -AN PLAN TRUE NOT TO SCALE NORTH NORTH I I DN - 2nd F-L00R FRAMING PLAN — UNIT Q i i'` ---PORTS G -OG F -RL - 1 PLAN TRUE �c [��BELL NORTH NORTf TOWER (ALT. Al) ON T/y ICEY PLAN PLAN T RUE NOT TO SCALE NORTH NORTH µ� n 3 �^ `•J O 1 Z f W W z 2 D pC i U (5 < a Z -� a � z U� w Q oG W C/) z —j Q (0 jo� a -� o C) cY) O h.�•' a 7 0 •.�Y w "L J((� � • d :J� � k 411 �C6 6i O IIJ t c� �-n U 0 o � s F LJ �J Q o IN PLAN TRUE" NORTH NORTH 2nd FL22LJ [_QWLATTIC FRAMING PLAN — UNIT C 1/8" � V-0" 15' ��i -PORTE GOGHER[ BELL TOWER CAL.T_ AD KEY PLAN PLAN TRUE NOT TO SCALE NORTH NORTH 00 CID 1 75"04" ENDS OF K.8 H Ln cr E.4 E,4 O 1.75"x14" LVL ENDS OF (5) 3.5 ry C�l A 15'-2 7/8' L 11'-3 5/8" L 1401-9 1/8" (D 0 PLAN TRUE NORTH NORTH ATTIC _.I LOW ROOF FRAMING PLAN - UNIT A 1/8" = 1'-0" m E) N PLAN TRUE NORTH NORTH KEY PLAN NOT TO SCALE I -�-PORTE CIOGHERE TOWER (ALT. Al) . . . . . . . . . . . . . . . . z 0 cf) LLJ or� 0 0 I co 0 LoF�z 'D L w0 111 T- cn r -A I o -67f D I 0 6 `�a'w4 � � Z J+ coo > z c6g z 0 cf) LLJ or� 0 0 I co 0 LoF�z 'D L w0 111 T- cn r -A I o -67f D I 0 6 N PLAN NORTH 0 TRUE NORTH PORTE COCF--IERE PARTIAL NORTH END ALTERNATE 1/81? == ~> _ 0» FRAMING PLAN — UNIT B 1) UNIT A �N PORTE COCHERE FRAMING P[_AN — UNIT B BASE BID N N PLAN TRUE 1/ PLAN TRUE a' = 1'-°' NORTH NORTH NORTH NORTH ATTIC / Low ROOF PLAN NOTES 1. VERIFY ALL OPENING SIZES AND LOCATIONS WITH MECHANICAL TRADES. REFERENCE MECHANICAL DRAWINGS AND/OR MECHANICAL CONTRACTOR. 2. LOCATIONS AND SIZES OF ALL DUCT OPENINGS, GRILLS, LOUVERS, ETC. SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 3, VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PLANS. 4. 0'-0" = SEE SITE/CIVIL DRAWINGS 5. DASHED LINES AND HATCHED AREA INDICATE OVERBUILD FRAMING AT 16" o.c. MAX., CAPPED WITH PLYWOOD ROOF DECK AS DESCRIBED IN LEGEND BELOW. OVERBUILD FRAMING TO BE CONSTRUCTED OFF OF PLYWOOD ROOF DECK BELOW. Q, W808 -►-13'--0" 7. 'SLOPING W6x12 WITH CANTILEVERED END. BEAR ON W8xl8 DESCRIBED IN NOTE 6 AT LOW SIDE AND CONNECT TO STEEL TUBE COLUMN AT HIGH SIDE. 8. -SLOPING W6x12 CONNECTED TO STEEL TUBE AT LOW SIDE AND BEARING ON STEEL RIDGE BEAM AT HIGH SIDE (AS SHOWN IN SECTION 6/S15). 9. AS PART OF ALTERNATE 1: DOUBLE 2x4 OUTRIGGERS AT 16" o.c. MAX. 10. AS PART OF ALTERNATE 1: SLOPING W6xl2 WITH CANTILEVERED END. BEAR ON BEAMS AT EACH END, TYP. BEARING ELEVATION TO MATCH BEARING ELEVATION OF ADJACENT WOOD I -JOISTS. ll.AS PART OF ALTERNATE 1: DOUBLE JOIST AT END FOR OUTRIGGER CONNECTION. SEE DETAIL 6/S15 FOR OUTRIGGER CONNECTION INFORMATION, TYP. PLAN LEGEND: 3/4" T. & G. PLYWOOD FLOOR DECK w/ 2 1/2" PF - LIGHT WEIGHT CONC. TOPPING SLAB & 6x6--W2.1xW2.1 �-- -LW _ WELDED WIRE REINF. (SUPPORTED ON BOLSTERS). FINISHED FLOOR = +25'-4" 5/8" T. & G. EXTERIOR GRADE PLYWOOD ROOF DECK SPECIAL NOTE: THE CONTRACTOR SHALL PROTECT THE PLYWOOD ROOF DECK FROM RAIN AND WEATHER DAMAGE BY INSTALLING THE ASPHALT IMPREGNATED SHINGLE UNDERLAYMENT (SEE SPECS) IMMEDIATELY AFTER THE DECK HAS BEEN INSTALLED G.L.B. - GLUE LAMINATED BEAM DESIGNED BY SUPPLIER, w/ MIN. SIZE AS SHOWN ON PLAN, REF. SPECS. HEADER. SCHEDULE # OF JACK STUDS # OF KING STUDS HEADER HEADER 'C#' TYPE SIZE 1 st 2nd 1st 2nd FLOOR FLOOR FLOOR FLOOR 1 1 1 1 H-1 2x8 #2 SYP H-2 -__H-3 2x12 #2 SYP 2 2 2 2 1.75"x11.875"- � U ® � LVL 3 3 2 2 1.75"04" () H-4 LVL 3 3 2 2 1.75"x14" � � H-5 LVL (FLUSH) 3 3 2 2 1. HEADERS TO BE #2 SOUTHERN PINE (SYP), U.N.O. 2. USE (2) MEMBERS IN 2x4 WALLS & (3) MEMBERS IN 2x6 WALLS. PROVIDE SPACERS BETWEEN TO MATCH WIDTH OF STUD WALLS. 3, FASTEN CRIPPLES & KING STUDS TOGETHER W/ 0.131" x 3" LONG COMMON NAILS AT 6" ON CENTER. 4. ALL HEADERS IN NON --BEARING WALLS ARE TO BE (2)2x4 SPF FOR OPENINGS UP TO 4'-0" & (2)2x6 #2 SPF FOR OPENINGS OVER 4'4". ALL HEADERS IN NON -LOAD BEARING WALLS TO HAVE A SINGLE JACK AND KING STUD, U.N.Q. 5, IIL EACH END OF FLUSH HEADER TYPE H-4 TO JACK STUDS BELOW WITH ONF I-STA30 FACH END. 6, HEADERS IN TALL WALLS WITH NO TYPE CALL OUT ON THE FRAMING PLAN ARE TO BE PER THE FRAMING DETAIL FOR THOSE WALLS, UNIT B UNIT G PORTE GOGHERE -; BELL TOWER GALT. Al) KEY PLAN NOT TO SCALE F 0_1 3 C'7 0 'C#' Q wuj w � U ® � < _ L CL () ® Q�I � � Q m LL_ C� U w Lu r cr- o w z U) 0 � v Lu W o ri 3: Do ® 0 co I • f..r«.r.rL.. a, "Q p � O In -'S Z is, ............ ?41 0 Lli co C-4 1 e) . 0 o Cl� F_ a Imo, 0- 0 �7 15,U' _ 15.-0'. 1�-O^ | x'r. u*x� mu PLAN BfLOW 15'-0" i | ' 1 75" 11 875" LVL CONNECTED JOISTS MIN. 1.75^ 14^ U& ( ENDS OF () J1 3.5^x14" LVL BEARING WOOD STUDS @ NORTH 1./5"x14" LVL */ 2x (B - PLAN TRUE NORTH NDRT�l 1.75^x14" U8 m/ 2x1 l5" 14" @l BEARING { WOOD STUDS 0 SOUTH 1.75"04" &1 C( ENDS OF(5)J0 DOUBLE JOIST / OUTRIGGER CON & -T---- I U/1 PLAN TRUE NORTH NORTH 15'-0" �ALTERNATE A3 LOW ROOF FRAMING PLAN UNIT C 1/8~ = 1'-O" 15,-0" 23 15'-O" }5'-0" ATTIC LOW ROOF FRAMING PLAN UNIT C 10 1/)8^ 15/-[ ] TO LVL w/ 2x12 INFILL (5) OUTRIGGERS MIN. LVL CONNECTED TO '�' � OUTRIGGERS MIN. ` VL w/ 212 INFILL 0 ' LVL CONNECTED TO OUTRIGGERS MIN. .875^ LVL CONNECTED TO () OUTRIGGERS W|N. LVL w/ 2xl2 INFILL ) | � � -`-PORTF 0{}0HFRF �`-BELL T[}VVFR {ALT AD KEY��Y PLAN / '_r`/v PLAN TRUF NOT TO SCALE NORTH NORTH lot oil (B - PLAN TRUE NORTH NDRT�l 1.75^x14" U8 m/ 2x1 l5" 14" @l BEARING { WOOD STUDS 0 SOUTH 1.75"04" &1 C( ENDS OF(5)J0 DOUBLE JOIST / OUTRIGGER CON & -T---- I U/1 PLAN TRUE NORTH NORTH 15'-0" �ALTERNATE A3 LOW ROOF FRAMING PLAN UNIT C 1/8~ = 1'-O" 15,-0" 23 15'-O" }5'-0" ATTIC LOW ROOF FRAMING PLAN UNIT C 10 1/)8^ 15/-[ ] TO LVL w/ 2x12 INFILL (5) OUTRIGGERS MIN. LVL CONNECTED TO '�' � OUTRIGGERS MIN. ` VL w/ 212 INFILL 0 ' LVL CONNECTED TO OUTRIGGERS MIN. .875^ LVL CONNECTED TO () OUTRIGGERS W|N. LVL w/ 2xl2 INFILL ) | � � -`-PORTF 0{}0HFRF �`-BELL T[}VVFR {ALT AD KEY��Y PLAN / '_r`/v PLAN TRUF NOT TO SCALE NORTH NORTH co co 8_111, co 00 PLAN TRUE NORTH NORTH HIGI--1 ROOF FRAMING PLAN ---- UNIT A 1/8" = 1'-0" 1./J At 7 1- v 11_V IV ENDS OF (5) OUTRIGGERS 7.9 ON PLAN TRUE NORTH NORTH ----PORTE GOGHERE �,­,,'-—BELL TOWER (ALT. AD KFY PLAN NOT TO SCALE I d- S R Do N 4.5 co I co C B.8 a 3 3/4" 1.75 x 14" LVL END OF (5) i 16" o.c. MAX., TYP. 1.75"x14" LVL CONNECTED TO AZZL ENDS OF (5) JOISTS MIN. i 14" TJI OUTRIGGERS 0 - 24" o.c. MAX. 1.75"x14" LVL CONNECTED TO ENDS OF (5) OUTRIGGERS NI- ON PLAN TRUE NORTH NORT#1 HIGH ROOF FRAMING PLAN - UNIT Q 1/8" = 1'-0" 4" LVL CONNECTED TO >F (5) OUTRIGGERS 1.75"x14" LVL CONN TED ENDS OF 5) JOISTS MIN. 1.75"x 14' LVL CIWCTED TO ENDS OF (5) JOISTS MIN. 14" TJI OUTRIGGFRS 0 24" o.c. MAX. 1.75"x14" LVL CONNECTED TO ENDS OF (5) OUTRIGGERS >'-B.L.E HIGH ROOF FRAMING PLAN NOTES 1. VERIFY ALL OPENING SIZES AND LOCATIONS WITH MECHANICAL TRADES. REFERENCE MECHANICAL DRAWINGS AND/OR MECHANICAL CONTRACTOR. 2. LOCATIONS AND S17FS OF All DUCT OPENINGS, GRILLS, LOUVERS, ETC. SHALL BE VERIFIED PRIOR TO CONSTRUCTION. 3. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PLANS. 4. 0'-0" = SEE SITE/CIVIL DRAWINGS 5. DEMO. EXIST. FLOOR FRAMING AS RFQ.'D FOR INSTALLATION OF NEW FRAMING AS SHOWN. SHORE ALL EXISTING CONSTRUCTION DURING DEMOLITION AND INSTALLATION OF NEW FRAMING. 6. HATCHED AREA REPRESENTS 20 OVERBUILD FRAMING AT 16" o.c. MAX. REFERENCE ARCHITECTURAL DRAWINGS FOR EXTENTS, ELEVATIONS, ETC, 7. WOOD COLUMNS SHOWN ARE BUILT UP FROM TOP OF PLYWOOD ON FLOOR LEVEL BELOW, TYP. PROVIDE (2) ROWS OF TJI BLOCKING BETWEEN JOIST NEAREST TO WOOD COLUMNS AND JOISTS ON BOTH SIDES TO THIS JOIST, TYP. 8. 14" DEEP WOOD I -JOISTS (TRUS-JOIST TJI L65 OR EQUIV.) AT 24" o.c. MAX. 9. DESIGN BEAM TO COLUMN END CONNECTIONS FOR 5 KIP AXIAL LOAD (UNFACTORED WIND). 10. HSS6x6x3/8, REF, SECTION 21/514 FOR TOP CONNECTION. 11. ALTERNATE BID: PROVIDE NEW HSS5x5xl/4 COLUMN AS DESCRIBED IN PLAN NOTE 14 ON SHEET S5. CONNECT T/TUBE TO B/BENT BEAM w/ BOLTED CONNECTION UTILIZING VERTICAL SLOTS TO ALLOW DEFLECTION OF BENT BEAM. 12. SLOPING W8x18. ALIGN BOTTOM FIANGE OF BEAM WITH B/WOOD I -JOISTS. 13. CONNECT T/TUBE COLUMN TO B/BEAM UTILIZING VERTICAL SLOTS TO ALLOW DEFLECTION OF BEAM. 14. SLOPING W8xl8. TOP FLANGE OF BEAM TO BE 1 1/2" BELOW BOTTOM OF WOOD I -JOIST OUTRIGGERS. PLAN LEGEND: 5/8" T. & G. EXTERIOR GRADE PLYWOOD ROOF DECK'' SPECIAL NOTE: THE CONTRACTOR SHALL PROTECT - THE PLYWOOD ROOF DECK FROM RAIN AND WEATHER DAMAGE BY INSTALLING THE ASPHALT IMPREGNATED SHINGLE UNDERLAYMENT (SEE SPECS) IMMEDIATELY AFTER THE DECK HAS BEEN INSTALLED B.L.E. = DENOTES LOW END OF TUBE BRACE B.H.E. = DENOTES HIGH END OF TUBE BRACE HEADER SCHEDULE MIN. JACK STUDS MIN. KING STUDS HEADER HEADER - TYPE SIZE 1 st 2nd 1st 2nd FLOOR FLOOR FLOOR FLOOR H-1 2x8 #2 SYP 1 1 1 1 H-2 2x12 #2 SYP 2 2 2 2 1.75"x11.875" a H-3 LVL 3 3 2 2 1.75"x14" Q0 H-4. LVL 3 3 2 2 1.75% 14" z H-5 LVL (FLUSH) 3 3 2 2 1. HEADERS TO BE #2 SOUTHERN PINE (SYP), U.N.O. 2. USE (2) MEMBERS IN 2x4 WALLS & (3) MEMBERS IN 2x6 WALLS. PROVIDE SPACERS BETWEEN TO MATCH WIDTH OF STUD WALLS. 3. FASTEN CRIPPLES & KING STUDS TOGETHER W/ 0.131" x 3" LONG COMMON NAILS AT 6" ON CENTER. 4. ALL HEADERS IN NON-BEARING WALLS ARE TO BE (2)2x4 SPF FOR OPENINGS UP TO 4'-0" & (2)2x6 #2 SPF FOR OPENINGS OVER 4'-0". ALL HEADERS IN NON -LOAD BEARING WALLS TO HAVE A SINGLE JACK AND KING STUD, U.N.O. 5. TIE EACH END OF FLUSH HEADER TYPE H-4 TO JACK STUDS BELOW WITH ONE LSTA30 EACH END. 6. HEADERS IN TALL WALLS WITH NO TYPE CALL OUT ON THE FRAMING PLAN ARE TO BE PER THE FRAMING DETAIL FOR THOSE WALLS. 0(9 PLAN TRUE NORTH [11 I I PORTE GOGHFRE L4 rBELL TOWER GALT. AD KEY PLAN NOT TO SCALE r FEN t� 7 , a cm C'7 C) Q0 Q z w W z � v � L//�/^/j 'L 0 1 z , z Q (LTJ IL 0 z T /qU n w 0 w�, z 0 F- U) r -j uj t� C) (q No' `- 6 ai j's 00) ,S1.....�O4e z 0 cn W 0 i 0 � Q W T a o v; N CjN: PLAN TRUE NORTH NORTH HIGH ROOF FRAMING FLAN — UNIT C 1/811 __ 11_011 1. HEADERS TO BE #2 SOUTHERN PINE (SYP), U.N.O. 2. USE (2) MEMBERS IN 20 WALLS & (3) MEMBERS IN 2x6 WALLS. PROVIDE SPACERS BETWEEN TO MATCH WIDTH OF STUD WALLS. 3. FASTEN CRIPPLES & KING STUDS TOGETHER W/ 0.131" x 3" LONG COMMON NAILS AT 6" ON CENTER. 4. ALL HEADERS IN NON—BEARING WALLS ARE TO BE (2)2x4 SPF FOR OPENINGS UP TO 4'-0" & (2)2x6 #2 SPF FOR OPENINGS OVER 4'-0 ALL HEADERS IN NON—LOAD BEARING WALLS TO HAVE A SINGLE JACK AND KING STUD, U.N,O, 5, TIE EACH END OF FLUSH HEADER TYPE H-4 TO JACK STUDS BELOW WITH ONE LSTA30 EACH END. 6. HEADERS IN TALL WALLS WITH NO TYPE CALL OUI ON THE FRAMING PLAN ARE TO BE PER THE FRAMING DETAIL FOR THOSE WALLS. N (DA/ PLAN TRUE NORTH NORTH i I `r-POPTE GOGHERE f � TOWER GALT. AD KEY PLAN NOT TO SCALE w S A �U '3 -=5 O A y F• • O ef' � k F Q /9 W X Li .Gm �— 0 CC V U V 4 z _j 0 0 IL z _T w W U Q Z �t a O U) o O �- -, C ) 4 Z tr e�1 7GW 4�d m vi z Q I 1 c� c� O � Q d -+T- cf) SEE NOTE BELOW - SEE NOTF BELOW - SLAB CONSTRUCTION JOINT SEE TYPICAL DETAIL x x x x x x x x (2) #5 CONT.- 3'-0" TYPICAL U.N.O. L CNTR'D UNDER MAS. WALL INTERIOR NON -LOAD BEARING CMU WALL w/ #4 @ 48" O.C. (U.N.O.) i ////,-SEE ARCH. DWGS. FOR LOCATIONS #5 x 2'-0" DOWELS @ VERT. REINF. LOC's. CQNC, SLAB ON GRADE DRILL & EPDXY GROUT INTO CONC. SLAB PER PLAN w/ 6' EMBEDMENT USING HILTI HIT HY-150 OR APPROVED EQUAL /� F.F. +0'-0" x-- x—x—x—x-----x x—x---x-----x—x L co 1� 3 (2) #5 CONT, #4 x 1'-8" @ 96" ox. 3'-0" j 01 CENTERED UNDER CMU WALL TYP. THICKENED SLAB DETAILS J 3/4„ _ 1'-0,t ENTRANCE/EXIT DOOR REFER TO ARCH. DWGS. FOR DOOR DETAIL F I EXTERIOR CONC. _ 1/2" ISOLATION JT. APRON. REF. SITE/CIVIL DWGS. 1 CONG, SLAB, SEE PLAN 24" 24" #4 x INSULATION PER @ 16" O.C. - ARCH, DWGS. FOUNDATION WAND CONC. FOOTINGPER PIAN T FTG. PFR PIAN i � a AS SHOWN ON PLAN 1 r�� FOUNDATION SECTION �3/4„ V-0„ 1 ETE PIER OR FOOTING HEX DOUBLE NUTS w/ 16" x 3" x 3" WASHERS NFTER ERECTION + HEAVY HEX NUT -TACK WELD TO BOLT NOTES: 1. LOCATION OF ANCHOR BOLTS MUST NOT VARY MORE THAN 1/8" CENTER - TO -CENTER OF ANY TWO BOLTS WITHIN AN ANCHOR BOLT GROUP. 2, HOLD MAX. DEVIATION OF 1/4", CENTER -TO --CENTER OF ADJACENT ANCHOR BOLT GROUPS, 3. HOLD ELEVATION OF THE TOP OF THE ANCHOR BOLTS TO +/- 112 INCH. 4, HOLD MAXIMUM DEVIATION OF 1/411 FROM THE CENTER OF ANY ANCHOR BOLT GROUP TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP. 5. REFER TO THE AISC CODE OF STANDARD PRACTICE FOR ADDITIONAL INFORMATION, 64NC HOR BOLT DETAIL m 54 L x cm 1 1/2" aM. m 1 13/16" DIA. HOLES FOR 1" DIA. ANCHOR BOLTS COLUMN BASE PLATE & ANCHOR BOLT SCHEDULE o Z COLUMN LOCATION BP3 1"x x 10" 13" 1 " DIA x - 2' 0" 7 9 & B8 GRIDS BI, 81 2 Bt -1 /211 ISOLATION BOLTS @ 48 o.c. MATERIAL 6" CONC. BLOCK,-- CQNC. SLAB O O PER PLAN n- T/SLAB 0'-0" BP2 2" X a m c� a m cm co d <C V) c n J C7 Z —I a O Y OD m M :U l� cr =1 <o a Q c Q 1 U U I - < Q C) X 0 I X20 Q - oCD _¢ n NZC, D cc I (� W z I ETE PIER OR FOOTING HEX DOUBLE NUTS w/ 16" x 3" x 3" WASHERS NFTER ERECTION + HEAVY HEX NUT -TACK WELD TO BOLT NOTES: 1. LOCATION OF ANCHOR BOLTS MUST NOT VARY MORE THAN 1/8" CENTER - TO -CENTER OF ANY TWO BOLTS WITHIN AN ANCHOR BOLT GROUP. 2, HOLD MAX. DEVIATION OF 1/4", CENTER -TO --CENTER OF ADJACENT ANCHOR BOLT GROUPS, 3. HOLD ELEVATION OF THE TOP OF THE ANCHOR BOLTS TO +/- 112 INCH. 4, HOLD MAXIMUM DEVIATION OF 1/411 FROM THE CENTER OF ANY ANCHOR BOLT GROUP TO THE ESTABLISHED COLUMN LINE THROUGH THAT GROUP. 5. REFER TO THE AISC CODE OF STANDARD PRACTICE FOR ADDITIONAL INFORMATION, 64NC HOR BOLT DETAIL m 54 L x cm 1 1/2" aM. m 1 13/16" DIA. HOLES FOR 1" DIA. ANCHOR BOLTS COLUMN BASE PLATE & ANCHOR BOLT SCHEDULE MARK BASE PLATE SIZE ANCHOR BOLT SIZE_ COLUMN LOCATION BP3 1"x x 10" 13" 1 " DIA x - 2' 0" 7 9 & B8 GRIDS BI, 81 2 Bt COLUMN BASE PLATE DETAILS C EXP. JOINT NOT TO SCALE En V) ANCHOR BOLT SIZE 3/4" DIA. x 1 9'" 1" DIA, x 2i-0" 1 1 x 11 x 01-11 1x 14 x l'-2 BPI 2" 1/2" DIA. x 8" ANCHOR -1 /211 ISOLATION BOLTS @ 48 o.c. MATERIAL 6" CONC. BLOCK,-- CQNC. SLAB O O PER PLAN T/SLAB 0'-0" BP2 2" X x c t: cL aN m m 3 1/2" 3 1/2" 6 2" TS4x4 COLUMNS 5" 5" 2" TS6x6 COLUMNS I I 1 5/16" DIA. HOLES FOR 3/4" DIA. ANCHOR BOLTS 1 13/16" DIA. HOLES FOR 1" DIA. ANCHOR BOLTS LUMN BASE PLATE & ANCHOR BOLT SCHEDULE K BASE PLAIE SIZE ANCHOR BOLT SIZE 3/4" DIA. x 1 9'" 1" DIA, x 2i-0" 1 1 x 11 x 01-11 1x 14 x l'-2 j 6COL UMN BASE PLATE DETAILS NOT TO SCALE SLAB CONTROL JOINTS- WRAP BASE OF COLUMN W/ SEE DETAIL THIS SHEET &1/2" ISOLATION JOINT MATERIAL & FOUNDATION PLAN FOR LOC -7-----i CAULK OUTLINE OF BASE IN AREAS SUBJECT TO HIGH MOISTURE PLATE BELOW CONDITIONS, SUCH AS BELOW GRADE APPLICATIONS, THICKEN SLAB TO 8" MIN. SUBSTITUTE A COLD -JOINT WATERSTOP FOR THE 1/2" ISOLATION MATERIAL. INTERIOR COLUMN ISOLATION JOINT NOT TO SCALE SLAB CONTROL JOINTS - SEE DETAIL THIS SHEET & FOUNDATION PLAN FOR LOC. COLUMN BLOCKOUT SECONDARY POUR WRAP BASE OF COLUMN W/ 1/2" ISOLATION JOINT MATERIAL & CAULK ISOLATION JOINT - 1/2" PREFORMED JOINT MATERIAL I�I OUTLINE OF BASE PLATE BELOW IN AREAS SUBJECT TO HIGH MOISTURE a -P CONDITIONS, SUCH AS BELOW GRADE IT CONDITIONS, THICKEN SLAB TO 8" MIN. 4�1Qp SUBSTITUTE A COLD -JOINT WATERSTOP FOR THE 1/2" ISOLATION MATFRIAI . 1. TUBE COLUMN SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. WIDE FLANGES, PIPES, AND OTHER STEEL SHAPES ARE SIMILAR, 2. ADJUST 2'-0" DIMENSION AS REQUIRED TO ACCOMMODATE COLUMN BASE PLATFS AND GROUTING PROCEDURES. 3, WHERE THIN -SET EPDXY TERRAllO OR VINYL SHEET GOODS ARE THE SCHEDULED FLOOR FINISH, ELIMINATE THE DIAMOND-SHAPED ISOLATION JOINT AND EXTEND THE CONTROL JOINTS TO THE COLUMN. 87C3�LUN ISOLATION JT. DETAIL TO SCALE NOTE: SLOPE OF EXCAVATION TO CONFORM W/ APPLICABLE REQUIREMENTS OF OSHA AND/OR STATE & I.00AI CODES STRUCTURAL COLUMN OR WAI-L- FOOTING PROPOSED GRADE 1. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT w/ COMPACTED, ENGINEERED FILL. 2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION REGARDING EXPECTED SOIL CONDITIONS, SUITABILITY OF EXCAVATED SOILS FOR USE AS ENGINEERED FILL, GROUNDWATER CONDITIONS, ETC. OVEREXCAVATION DETAIL (, _z ENGINEERED FILL NOT TO SCALE NOTE: STRUCTURAL COLUMN OR MAX. DEPTH OF UNSHEEI-ED/UNSHORED p WALL FOOTING EXCAVATION TO CONFORM W/ THE 4 APPLICABLE REQUIREMENTS OF OSHA a PROPOSED GRADE AND/OR STATE & LOCAL CODES YNN vr�r\sir\\�\\%\�r♦\�\ 6�rr\�\�\\r\��\`' y�\i \%����\ice\i\ i�����i'�.�ir•�r moi. �r\rr rr\r,`r/\rr /r\ Q�"a ♦/\\r\\r\\r�r\\/�r� NXM. ° BOTTOM/FOOTING ELEVATION ,�`�r;\`\�ry/fes\fir fir`\rr`� ° ; �'�•♦r''\;�•\'i\\'r\\ Vii,\r,\�,y,\,,\r,�, d a ♦\ .\/.\r♦ \\ ♦\ ♦� fir♦\r\\r\\ \\ \ ♦ i�r�r�ri\r/\i rr\r LEAN CONCRETE FILL r\\fir\\r\\r\\/�\♦r\\` `(MIN. 2,000 PSIS @ 28 DAYS) I =1 I I=1 I I= I=1 I Irl I IIS{ I I IT 111=1 I I �T_; =I I I; i SUITABLE BEARING MATERIAL AS -I 11=1 II -I i I -I l -I I- II II I I I l LII 1 f� DETERMINED BY TESTING AGENCY 11 I 1 � II 11=11 II I 1 t- 7111=1 I 1=1 I I -1 11-111-111-11 r=1 I 1=1 11=1 i t-- I I I -I I r=.1 I ISI I I I --I' 1. REFER TO THE SPECIFICATIONS FOR APPLICATION OF UNIT COSTS FOR REMOVAL OF UNSUITABLE BEARING MATERIAL & REPLACEMENT w/ LEAN CONCRETE FILL. 2. REFER TO THE GEOTECHNICAL ENGINEERING REPORT FOR ADDITIONAL INFORMATION REGARDING EXPECTED SOIL CONDITIONS, SUITABILITY OF EXCAVATED SOILS FOR USE AS ENGINEERED FILL, GROUNDWALER C0NDI110NS, FTC. OVEREXCAVATION DETAIL 2 LEAN CONCRETE FILL NOT TO SCALE G I\LIt YI It\ JlIIYtL JILL V[. N0. AS FOOTING NOTES: 40 DIA. 1. „H„ 811 U.N.O. 2. "L" DENOTES LENGTH BETWEEN STEPS. LAYOUT TO MAINTAIN SLOPE OF 1 VERTICAL TO 2 HORIZONTAL UNLESS SHOWN OTHERWISE (i.e. L = 2H). 3. D' DENOTES FOOTING DEPTH, REFER TO PLANS AND SECTIONS. STEPPED FOOTING DETAIL NOT TO SCALE PIPE SLEEVE 3" LARGER THAN PIPE DIAMETER LOOSE INSULATION T Z c~i o W n W C/) w 0- L 01Lf I Lu I vvIItNu ,,vmA, 1001-ING REIN. DETAIL THIS SHEET PER SECTIONS NOTES: 1. REFER TO PLUMBING DRAWINGS FOR INVERT ELEVATION OF ALL UNDERGROUND PIPING. 2. STEP FOOTING FOR PIPE PENETRATION THROUGH FOUNDATION WALL UNLESS WRITTEN PERMISSION IS OBTAINED FROM THE MEP ENGINEER. 3. PROVIDE PRECAST OR BOND BEAM LINTEL FOR MULTIPLE PENETRATIONS OR OPENINGS GREATER THAN 24" IN WIDTH. CMU FOUNDATION WALL SLEEVE -O" FORMED KEYWAY -- W/ 3/4" DIA. SMOOTH DOWELS @ 12" O.C. F.F. PER PLAN —x x x TOOL OR CHASE w/ SAWCUT SIM. TO CONTROL JOINT � a 2'-0" 2'-0" PROVIDE CONSTRUCTION JOINT IN LIFU OF CONTROL JOINT AT TERMINATION OF POUR SLAB ON GRADE NOT TO SCALE 1/8" W. X 1/4 SLAB "I IN 1/4" W. X 1/4 SLAB "T" UNEXPOSED AREAS WHERE WET SAWCUT - SEE TABLE JOINTS WILL NOT BE FILLED. BELOW x x xx x x x x - CONTROL JOINTS SHALL BE SAWN NOT LATER THAN THE FOLLOWING TABLE, OR 16 HOURS AFTER FINAL TROWELING (WHICHEVER IS LESS). WHERE "T" EQUALS THE AMBIENT TEMPERATURE IN DEGREES FAHRENHEIT AT THE TIME OF FINAL TROWELING, SAWCUTTING SHALL BE SUSPENDED ONLY IF THE LARGE AGGREGATE IS DISLODGED OR LOOSENED. ALTERNATE: USE PRE --FORMED JOINT FORMER. TEMP, F° TIME, HOURS 400 16 500 14 600 8 112 700 5 1/2 800 4 90° 3 SLAB ON GRADE CONTROL/ CONTRACTION JOINT DETAIL NOT TO SCALE WELDED WIRE FABRIC -� VAPOR BARRIER -� COMPACTED GRANULAR DRAINAGE FILL PROOF -ROLLED &VERIFIED SUBGRADE 1. LOCATE WELDED WIRE FABRIC IN UPPER THIRD OF SLAB. SUPPORT ON BOLSTERS, CHAIRS, OR CONCRETE BRICKS, 2. LAP WELDED WIRE FABRIC A MIN. OF ONE FULL MESH SPACING, 3. THE USE OF NYLON OR POLYPROPYLENE FIBER IN LIEU OF WELDED WIRE FABRIC AS A SECONDARY REINFORCEMENT IS PERMISSIBLE, AS APPROVED BY E.O.R. 4. SEE PLANS, NOTES, AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS SUCH AS FINISH, JOINTING, CURING, ETC. SLAB ON GRADE CONSTRUCTION NOT TO SCALE: REFER TO M.E.P. DRAWINGS & SPECIFICATIONS FOR INFO. RELATING TO TRENCH EXCAVATION, BEDDING, AND BACKFILL. COLUMN OR WALL 1'-6" FOR ANY EXCAVATION THAT MUST EXTEND FOOTING BEYOND THIS LINE, SHORING MUST BE PROVIDFD TO KFFP THE EXCAVATION FROM UNDERMINING THE FOUNDATIONS. MIN - - 1111111-� - �III�I; Illim1�T _11111V �II---=11j11'I ll_1i I1 tIT Iltill III l-� Ill I1=� 1.5 NOTE: ANY SHORING SCHEME REQUIRED MUST BE SUBMITTED TO THE ENGINEER FOR REVIEW, PRIOR TO EXCAVATION. (7 -"*' EXCAVATION LIMITS DETAIL NOT TO SCALE METAL SKIDS PER PLAN 1/2" DIA. x 8" ANCHOR BOLTS @ 4811 ox, /CONC. SLAB PER PLAN T/SLAB 0'-0" I I ` Q 1 T/FTC. 2 ® ® 0 I -----CONC. FOOTING -- -� -- �J PER PLAN OPTION 'B' METAL STUDS -- J ��A J PER PLAN 1/2" DIA. x 8" ANCHOR -1 /211 ISOLATION BOLTS @ 48 o.c. MATERIAL 6" CONC. BLOCK,-- CQNC. SLAB GROUT SOLID max; c'�A PI PER PLAN T/SLAB 0'-0" L T FTG PER PLAN I ® ® p (" �-CONC. FOOTING PER PLAN OPTION 'A' FOUNDATION SECTION 3/4" - 1 '-- O„ z i r m W ck- WOOD STUD`= PER PLAN 1/2" DIA, x 8" ANCHOR BOLTS @ 48" o.c. PER PLAN 1/2" DIA. x 8" ANCHOR BOLTS @ 48" o.c. 6" CONC. BLOCK,- GROUT LOCK;GROUT SOLID CONC, SLAB PER PLAN sIAB o' / 1 Q 2 CONC. FOOTING PER PLAN 1/2" ISOLATION MATERIAL CONC. SLAB PER PLAN CONC. FOOTING PER PLAN OPTION 'A' FOUNDATION SECTION 3/4" - 1'-0" RIGID INSULATION PER -- ARCH. DRAWINGS VENEER TIES, SEE- r' 5/8" PLYWOOD SPECIFICATIONS11 x �� WALL SHEATHING Iar MASONRY VENEER PER,; METAL STUDS PER PLAN ARCH. DRAWINGS 1/2" DIA. x 811 ANCHOR CONC. SLAB w/ Nv BOLTS AS REQ.'D W.W.F. PER PLAN APPROX, FINISHED GRADE, F.F. EL. 0'-0" REF. SITE/GENIC DRAWINGS � �� � � � , �Ia n ♦r r n� 10" OPEN -CORE BOND x RIGID INSULATION PER BEAM w/ (2) #5 CONT. L r -�0� ARCH. DRAWINGS #5 w/ STD. -- HOOK @ 48" o.c. -FOUNDATION WALL PER PLAN, 1'-1 1/2" �_ ; GROUT SOLED BELOW GRADE rik T FTG. PER PLAN CONC. FOOTING L,,�PER PLAN � f FOUNDATION SECTION 3/4" - V-0" 01' 8"x8" CONC. PILASTER --� BLOCK, GROUT SOLID 8" OPEN -CORE BOND -� BEAM w/ (2) #5 CONT. GROUT COLLAR JOINT--,,,, SOLID, TYP. 12", (3) -CORE CONC. -� BLOCK AT PILASTER, TYP. 1'-9 1/2" PER PLAN #5 w/ STD. HOOK, TYP. REF, SECTION 1/S10 FOR BALANCE OF NOTES -CONC. SLAB w/ W.W.F. PER PLAN F.F. EL. 0'-0" �-RIGID INSULATION PER ARCH. DRAWINGS --FOUNDATION WALL_ PER PLAN, GROUT SOLID BELOW GRADE CONC. FOOTING 7, ----PFR PLAN FOUNDATION SECTION 3/4" = 11-0" RIGID INSULATION PER ---,.\ ARCH. DRAWINGS VENEER TIES, SEE SPECIFICATIONS MASONRY VENEER PER---_. ARCH. DRAWINGS , 1/2" DIA. x 8" ANCHOR -- BOLTS BOLTS @ 48" o.c. APPROX. FINISHED GRADE, REF. SITE/CIVIL -DRAWINGS 8" OPEN -GORE BOND ------ BEAM w/ (2) #5 CONT. #5 w/ STD. -- HOOK @ 48" o.c. 1'-1 1/2" T/FTG. PER PLAN --5/8" PLYWOOD WALL SHEATHING -WOOD STUDS PER PLAN CQNC. SLAB w/ W.W.F. PER PLAN F.F. EL. O'-0" --RIGID INSULATION PER ARCH. DRAWINGS -FOUNDATION WALL PER PLAN, GROUT SOLID BELOW GRADE CONC. FOOTING PER PLAN I FOUNDATION SECTION 3/4 =l V-00' J ��A J max; c'�A PI cm co 0 <C Q z u _j0 W c V 1 O LI_ z 0 II 11 jl cc (� W W m V Q© jo� 5 r W © `Q co 01 0 f 0 N ti. V'•" jr ��. a I :w ar rr '- 77' .6, -+>'........ �. 111410 ?411 Ui z 0 LO w 0 V-4 (**,(moffinewpoqu I 0 C� U 7? 0 ct- �' � LO COPE BEAMS AND PROVIDE DASHED LINE REPRESENTS REINFORCED SEATED f WOOD JOISTS (BEYOND) - CONNECTIONS, TYP. SEE 10/S14 00 r T TRUSS +36'-6" ll BENT STEEL BEAM PER---" PLAN, MAX. 10 K REACTION Al TRUSS (UNFACTORED) STEEL TRUSS PER PLAN "-SLOPING STEEL BEAM PER d- PI AN, MAX. 5 K REACTION AT TRUSS (UNFACTORED) FRAMING SECTION 24 11 DASHED LINE REPRESENTS rrrrr nr3r /-WOOD JOISTS (BEYOND) - 23 FRAMING SECTION 3/4" - 1'-0" FRAMING SECTION 3/4" - 1'-0" MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" O.C. (RFF. SPECIFICATIONS) 5/8" PLYWOOD WALL SHEATHING WOOD I --JOIST BLOCKING PANEL. w/ 6" DIA. VENT. HOLE, TYP. BETWEEN EACH JOIST 5/16" BENT PL. x 6" LONG (NS/FS) w/ VERT. lit SLOTS FOR BOLTED CONN. 6 (2) 5/8" DIA. A325 BOLTS REF. SECTION 3/S14 FOR T STEEL BALANCE OF NOTES PER PLAN STEEL BEAM I I PER PLAN _ I I STEEL COL- PER PIAN I k I FACE OF STEEL STUDS - (NOT SHOWN FOR CLARITY I I ,E� _ I REF. ARCH, DRAWINGS FOR j 1a GUTTER, FASCIA, CONT. =- NAILER, AND SOFFIT FRAMING ` �MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES Al 16" ' f ox, (REF. SPECIFICATIONS) FRAMING SECTION ® 3/4" - V-0" -0" 10" - 77T - I' MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) WERELf'NL I 1� -FACE OF STEEL STUDS I { (NOT SHOWN FOR CLARITY) T/DECK - - +25'-4" B� TEAM r " / - ---- +24'-8 I I ! WOOD I -JOIST BLOCKING PANEL, TYP. BETWEEN STEEL BEAM EACH JOIST PER PIAN I I �I I I I I 12x22 BRACKET w/ 3/8" FULL I I DEPTH STIFFENER NS/FS I I l -- - �70 FRAMING SECTION 5/8" PLYWOOD - WALL SHEATHING MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) CONT. RIM BOARD, SEE 1/S14 �.: v t FRAMING SECTION WOOD STUD WALL PER PLAN 1 1/2" TOPPING PER PLAN PLYWOOD FLOOR DECK PER PLAN T FLOOR + 12'-8" WOOD I -JOIST PER PLAN TJI BLOCKING PANEL 32" o.c. MAX. DOUBLE 2x TOP PL., TYP. WOOD STUD WALL PER PLAN 3/4" V-0" O" 1 1/2" TOPPING PER PLAN PLYWOOD FLOOR DECK PER PLAN T/FLOOR -- _ _-- - f'ER PLAN I I I I I I CONT. RIM BOARD, I SEE 1/S14 I I WOOD L -JOIST J WOOD I -JOIST PER PLAN DOUBLE 2x8 I I PER PLAN TOP P_., TYP. ll I I j I —5/8" PLYWOOD 8" METAL STUDS I I WALL SHEATHING © 16" o.c. MAX. I I PLYWOOD FLI DECK PER P __ T/FLOOR PER PLAN T FLOOR VARIES --\T/DEC K +12' 8° WOOD I-JOI PER PLAN FRAMING SECTION 3/4" = 1'-0" MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) CONT. RIM BOARD, SEE 1/S14 5/8" PLYWOOD WALL SHEATHING FRAMING SECTION D 3/4" - 1 -0" PLYWOOD FLOOR DECK PER PLAN WOOD OVERBUILD FRAMING PER PLAN t E I P. PLYWOOD FLOOR DECK ATTACHED TO EACH STUD WOOD I -JOIST PER PLAN I i 2x4 WOOD STUDS - 0 16 o.c. MAX. I PLYWOOD FLOOR I I DECK PER PLAN T DECK - -- +9' 4' - DOUBLE WOOD I -JOIST PER PLAN FRAMING SECTION 3/4" = 1'-0„ PLYWOOD FLOOR DECK PER PLAN r-TYP. PLYWOOD FLOOR DECK ATTACHED TO EACH STUD T DECK +13'-10" W000 I -JOIST WOOD OVERBUILD PER PLAN�FRAMING PER PLAN 2x4 WOOD SIUDS"__ 1 ® 16" o.c. MAX. PLYWOOD FLOOR DECK PER PLAN Ai--',,T/DECK +9'-4" - DOUBLE WOOD I -JOIST PER PLAN 8-4 MING SECTION - 1 '-0" CONT, RIM BOARD, SEE 1/S14 PLYWOOD FLOOR WOOD OVERBUILD DECK PER PLAN FRAMING PER PLAN T DECK T FLOORjh +13'-10» PLYWOOD FLOOR I DECK PER PLAN ---- - - ... T DECK s; I� r +12'-8" WOOD I -JOIST PER PLAN j�li 31i WOOD HEADER WOOD I -JOIST PER PIAN PER PLAN WEB STIFFENER AS REQ.'D FOR JOIST HANGER CONN. SIMPSON STRONG -TIE HU312 FACE MOUNT JOIST HANGER (OR EQUiV.), TYP. E�FRAMlj NG SECTION K L 13 �I 6" STEEL STUDS S14 I I AT 16" o.c. MAX. CONT, RIM BOARD,- PLYWOOD FLOOR WOOD I -JOIST BLOCKING j j,ll SEE 1/S14 t DECK PER PLAN T PECK PANEL, TYP. BETWEEN�rlr.�J EACH JOIST E T/STEEL - T DECK +12'-7 7/8" 3/8 STIFFENER EACH- SIDE OF HEADER 1 STEEL BEAM -----'I t�` PER PLAN WOOD HEADER I t 8"WOOD I-JOISTPER PLAN 3 5/8" METAL STUDS—'111 I I r��� 3/8x6 PL __ CONNECTED TO FACE OF I I i PER PLAN JOISTS, TYP. I I 112" DIA. x6" I I r i' 3 5/8" METAL STUD BRACE AT EACH VERT. STUD LONG LAG SCREW j j I I FINISHED BULKHEAD AND FRAMING PER ARCH, DRAWINGS I 12 FRAMING SECTION 3/4" - 1'-0" PLYWOOD ROOF DECK PER PLAN SIMPSON STRONG --TIE LSTA24 1/2" PLYWOOD GUSSET STRAP BRACING, TYP. ON EACH SIDE OF WEBS �1 2 6 WOOD I -JOIST BLOCKING WOOD I -JOIST PANEL w/ 6" DIA. VENT, PER PLAN HOLE, TYP. BETWEEN EACH JOIST 1)]I/ RAMING SECTION 4" - 1'-0" CONT. BLOCKING ---::� AS REQ,'D T STEEL PER PLAN STEEL TRUSS PER PLAN rPLYWOOD ROOF DECK PER PLAN 12 J6 WOOD I -JOIST / PER PIAN WOOD (-JOIST BLOCKING PANEL w/ 6" DIA. VENT. HOLE, TYP, BETWEEN EACH JOIST PLYWOOD FLOOR DECK PER PLAN T FLOOR r, -I-9'-4 WOOD HEADER PER PLAN 1/2" DIA, x6" IAG�I I IOOD I -JOIST SCREW AT 16" O.C. PER PLAN II II SIMPSON STRONG -TIE ITS JOIST HANGER (OR EQUIV.), TYP. -BEARING WALL w/ 6" I I METAL STUDS, 16 GA. MIN, FRAMING SECTION 3/4" = 1 ' 0" 8 PLYWOOD FLOOR S14 DECK PER PIAN �i RAILING PER I ARCH. DRAWINGS i; E: i' WOOD RIM JOIST PER PLAN `--WOOD I -JOIST `--WOOD HEADER PER PLAN PER PLAN SIMPSON STRONG -TIE ITS JOIST HANGER (OR EQUIV.), TYP. BEARING WAIl w/ 6" METAL STUDS, 16 GA. MIN. FRAMING SECTION 3/4" - 1'-0" _--RAILING AND FINISHES PER ARCH, DRAWINGS I 4 1/2" I "; If 'I t 1 1/2" TOPPING I I I PER PLAN I I' CONT. 3 5/8" METAL PLYWOOD FLOOR I I� STUDS CONNECTED TO DECK PER PLAN i I FACE OF JOISTS, TYP. I I T FLOOR PER PLAN -WOOD I JOIST BLOCKING PANEL, TYP. BETWEEN EACH JOIST T STEEL -4 3/8" STEEL BEAM CONT. 3 5/8" BRACE \ \ \ I 11 PER PLAN AT EACH VERT. STUD ; it LAMINATED WOOD----- BEAM OOD----BEAM PER PLAN FRAMING SECTION 3/4 = 11 -0� WOOD STUD WALL PER PLAN PLYWOOD ROOF DECK PER PLAN ALTERNATING WOOD -� I --JOIST BLOCKING PANELS, TYP. PER PPLLLA�, / STEEL BEAM PER PLAN SIMPSON STRONG -TIE LSTA24 STRAP BRACING, TYP. 12 6 _-CONT. BLOCKING AS REQ.'D WOOD I -JOIST PER PIAN FRAMING SECTION 3/4" 1 '-O" I \ I I I I' FRAMING SECTION 3/4" 1 ' __ O„ WOOD I -JOIST BLOCKING PANE€. w/ 6" DIA. VENT. HOLE, TYP. BETWEEN EACH JOIST PLYWOOD ROOF DECK PER PLAN 12 Pt°R PINOIST _ _ f 1. } - I REF. ARCH. DRA4"dINGS FOR GUTTER, FASCIA, CONT. NAILER, AND SOFFIT FRAMING 4 MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) 5/8" PLYWOOD WALL SHEATHING FRAMING SECTION 3/4" = 1'-0" CONT. BLC AS RFQ.'D PLYWOOD FI-( DECK PER P � T/FLOOR PER PLAN WOOD I-JOI PER PLAN 'PER PLAN STEEL BEAM PER PLAN L5x5x5/16 CONT. BYPASS SLIDE CLIP BY STUD SUPPLIER 8" METAL STUDS, 16 GA. MIN. FRAMING SECTION 3/4" MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) CONT. RIM BOARD, SEE 1/S14 5/8" PLYWOOD WALL SHEATHING WOOD I -JOIST BLOCKING PANEL w/ 6" DIA. VENT, HOLE, TYP, BETWEEN 2x4 WOOD STUDS 16" o.c. MAX. INTERIOR STUD WALL I II PER ARCH. DRAWINGS I I T DECK I' TYP, PLYWOOD FLOOR DECK '.I II! ATTACHED TO EACH STUD +13'--10" HURRICANE TIE, TYP. I 1 1/2" TOPPING I h, PER PLAN PLYWOOD ROOF PLYWOOD FLOOR WOOD I -JOIST PER PLAN =-= -= I It I DECK PER PLAN FLOOR PER PLAN CONT. RIM BOARD, -_ +12'-8> SEF 1/S14 WOOD I -JOIST BLOCKING PANEL, TYP. T STEEL_ +11'-4 3/8" WOOD I -JOIST �-- STEEL BEAM PER PLAN PER PLAN �-O FRAMINGSECTION 3/4" V-0" O" 1 1/2" TOPPING PER PLAN PLYWOOD FLOOR DECK PER PLAN T/FLOOR -- _ _-- - f'ER PLAN I I I I I I CONT. RIM BOARD, I SEE 1/S14 I I WOOD L -JOIST J WOOD I -JOIST PER PLAN DOUBLE 2x8 I I PER PLAN TOP P_., TYP. ll I I j I —5/8" PLYWOOD 8" METAL STUDS I I WALL SHEATHING © 16" o.c. MAX. I I PLYWOOD FLI DECK PER P __ T/FLOOR PER PLAN T FLOOR VARIES --\T/DEC K +12' 8° WOOD I-JOI PER PLAN FRAMING SECTION 3/4" = 1'-0" MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) CONT. RIM BOARD, SEE 1/S14 5/8" PLYWOOD WALL SHEATHING FRAMING SECTION D 3/4" - 1 -0" PLYWOOD FLOOR DECK PER PLAN WOOD OVERBUILD FRAMING PER PLAN t E I P. PLYWOOD FLOOR DECK ATTACHED TO EACH STUD WOOD I -JOIST PER PLAN I i 2x4 WOOD STUDS - 0 16 o.c. MAX. I PLYWOOD FLOOR I I DECK PER PLAN T DECK - -- +9' 4' - DOUBLE WOOD I -JOIST PER PLAN FRAMING SECTION 3/4" = 1'-0„ PLYWOOD FLOOR DECK PER PLAN r-TYP. PLYWOOD FLOOR DECK ATTACHED TO EACH STUD T DECK +13'-10" W000 I -JOIST WOOD OVERBUILD PER PLAN�FRAMING PER PLAN 2x4 WOOD SIUDS"__ 1 ® 16" o.c. MAX. PLYWOOD FLOOR DECK PER PLAN Ai--',,T/DECK +9'-4" - DOUBLE WOOD I -JOIST PER PLAN 8-4 MING SECTION - 1 '-0" CONT, RIM BOARD, SEE 1/S14 PLYWOOD FLOOR WOOD OVERBUILD DECK PER PLAN FRAMING PER PLAN T DECK T FLOORjh +13'-10» PLYWOOD FLOOR I DECK PER PLAN ---- - - ... T DECK s; I� r +12'-8" WOOD I -JOIST PER PLAN j�li 31i WOOD HEADER WOOD I -JOIST PER PIAN PER PLAN WEB STIFFENER AS REQ.'D FOR JOIST HANGER CONN. SIMPSON STRONG -TIE HU312 FACE MOUNT JOIST HANGER (OR EQUiV.), TYP. E�FRAMlj NG SECTION K L 13 �I 6" STEEL STUDS S14 I I AT 16" o.c. MAX. CONT, RIM BOARD,- PLYWOOD FLOOR WOOD I -JOIST BLOCKING j j,ll SEE 1/S14 t DECK PER PLAN T PECK PANEL, TYP. BETWEEN�rlr.�J EACH JOIST E T/STEEL - T DECK +12'-7 7/8" 3/8 STIFFENER EACH- SIDE OF HEADER 1 STEEL BEAM -----'I t�` PER PLAN WOOD HEADER I t 8"WOOD I-JOISTPER PLAN 3 5/8" METAL STUDS—'111 I I r��� 3/8x6 PL __ CONNECTED TO FACE OF I I i PER PLAN JOISTS, TYP. I I 112" DIA. x6" I I r i' 3 5/8" METAL STUD BRACE AT EACH VERT. STUD LONG LAG SCREW j j I I FINISHED BULKHEAD AND FRAMING PER ARCH, DRAWINGS I 12 FRAMING SECTION 3/4" - 1'-0" PLYWOOD ROOF DECK PER PLAN SIMPSON STRONG --TIE LSTA24 1/2" PLYWOOD GUSSET STRAP BRACING, TYP. ON EACH SIDE OF WEBS �1 2 6 WOOD I -JOIST BLOCKING WOOD I -JOIST PANEL w/ 6" DIA. VENT, PER PLAN HOLE, TYP. BETWEEN EACH JOIST 1)]I/ RAMING SECTION 4" - 1'-0" CONT. BLOCKING ---::� AS REQ,'D T STEEL PER PLAN STEEL TRUSS PER PLAN rPLYWOOD ROOF DECK PER PLAN 12 J6 WOOD I -JOIST / PER PIAN WOOD (-JOIST BLOCKING PANEL w/ 6" DIA. VENT. HOLE, TYP, BETWEEN EACH JOIST PLYWOOD FLOOR DECK PER PLAN T FLOOR r, -I-9'-4 WOOD HEADER PER PLAN 1/2" DIA, x6" IAG�I I IOOD I -JOIST SCREW AT 16" O.C. PER PLAN II II SIMPSON STRONG -TIE ITS JOIST HANGER (OR EQUIV.), TYP. -BEARING WALL w/ 6" I I METAL STUDS, 16 GA. MIN, FRAMING SECTION 3/4" = 1 ' 0" 8 PLYWOOD FLOOR S14 DECK PER PIAN �i RAILING PER I ARCH. DRAWINGS i; E: i' WOOD RIM JOIST PER PLAN `--WOOD I -JOIST `--WOOD HEADER PER PLAN PER PLAN SIMPSON STRONG -TIE ITS JOIST HANGER (OR EQUIV.), TYP. BEARING WAIl w/ 6" METAL STUDS, 16 GA. MIN. FRAMING SECTION 3/4" - 1'-0" _--RAILING AND FINISHES PER ARCH, DRAWINGS I 4 1/2" I "; If 'I t 1 1/2" TOPPING I I I PER PLAN I I' CONT. 3 5/8" METAL PLYWOOD FLOOR I I� STUDS CONNECTED TO DECK PER PLAN i I FACE OF JOISTS, TYP. I I T FLOOR PER PLAN -WOOD I JOIST BLOCKING PANEL, TYP. BETWEEN EACH JOIST T STEEL -4 3/8" STEEL BEAM CONT. 3 5/8" BRACE \ \ \ I 11 PER PLAN AT EACH VERT. STUD ; it LAMINATED WOOD----- BEAM OOD----BEAM PER PLAN FRAMING SECTION 3/4 = 11 -0� WOOD STUD WALL PER PLAN PLYWOOD ROOF DECK PER PLAN ALTERNATING WOOD -� I --JOIST BLOCKING PANELS, TYP. PER PPLLLA�, / STEEL BEAM PER PLAN SIMPSON STRONG -TIE LSTA24 STRAP BRACING, TYP. 12 6 _-CONT. BLOCKING AS REQ.'D WOOD I -JOIST PER PIAN FRAMING SECTION 3/4" 1 '-O" I \ I I I I' FRAMING SECTION 3/4" 1 ' __ O„ WOOD I -JOIST BLOCKING PANE€. w/ 6" DIA. VENT. HOLE, TYP. BETWEEN EACH JOIST PLYWOOD ROOF DECK PER PLAN 12 Pt°R PINOIST _ _ f 1. } - I REF. ARCH. DRA4"dINGS FOR GUTTER, FASCIA, CONT. NAILER, AND SOFFIT FRAMING 4 MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) 5/8" PLYWOOD WALL SHEATHING FRAMING SECTION 3/4" = 1'-0" CONT. BLC AS RFQ.'D PLYWOOD FI-( DECK PER P � T/FLOOR PER PLAN WOOD I-JOI PER PLAN 'PER PLAN STEEL BEAM PER PLAN L5x5x5/16 CONT. BYPASS SLIDE CLIP BY STUD SUPPLIER 8" METAL STUDS, 16 GA. MIN. FRAMING SECTION 3/4" MASONRY VENEER PER ARCH. DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) CONT. RIM BOARD, SEE 1/S14 5/8" PLYWOOD WALL SHEATHING WOOD I -JOIST BLOCKING PANEL w/ 6" DIA. VENT, HOLE, TYP, BETWEEN EACH JOIST WEB STIFFENER, NS/FS SIMPSON STRONG -TIE H3 HURRICANE TIE, TYP. PLYWOOD ROOF DECK PER PLAN WOOD I -JOIST PER PLAN �126 I II 00 OF I I � ' ,� REF, ARCH. DRAWINGS FOR GUTTER, FASCIA, CONT. NAILER, AND SOFFIT FRAMING I I MASONRY VENEER PER ARCH. I DRAWINGS, w/ TIES AT 16" O.C. (REF. SPECIFICATIONS) r - 5/8" PLYWOOD WALL SHEATHING 1 FRAMING SECTION 3/4" - 1'-0" WOOD I -JOIST BLOCKING PANEL w/ 6" DIA. VENT, HOLE, TYP, BETWEEN EACH JOIST CONT. BLOCKING AS REQ.'D WOOD BEAM PER PIAN 2x WOOD COLUMN - PER PIAN WOOD I -JOIST BLOCKING PANEL w/ 6" DIA, VENT, HOLE, TYP. BETWEEN EACH JOIST PLYWOOD ROOF DECK PER PLAN 12 a6 W000I-JOIST PER PLAN SIMPSON STRONG -TIE BC6R POST CAP (OR EQUIV.) FRAMING SECTION 3/4„ = 1'-O„ PLYWOOD ROOF DECK PER PLAN 112 6 l �f a d - WOOD I -JOIST DOUBLE 2x— PER PLAN TOP PL., TYP, WOOD STUD WALL PER PLAN RIM BOARD: MINIMUM CONTINUOUS 1.125" THICK APA RATED RIM BOARD PLUS. NAIL TO EACH JOIST AT TOP AND TOE NAIL TO THE TOP OF THE WAlL BELOW WITH 0.131 " x 3" NAILS AT 6" o/c. ��3,5�21I CONT. 2x6 BLOCKING, BEVEL CUT AS REO.'D WEB STIFFENER, NS/FS SIMPSON STRONG -TIE H3 HURRICANE TIE, TYP. WOOD [-JOIST PER PLAN --CONT. RIM BOARD, SEE NOTE BELOW I (. I I REF. ARCH. DRAWINGS FOR GUTTER, FASCIA, CONT, V` NAILER, AND SOFFIT FRAMING L -MASONRY VENEER PER ARCH. r 4 DRAWINGS, w/ TIES AT 16" o.c. (REF. SPECIFICATIONS) 5/8" PLYWOOD _+ WALL SHEATHING FRAMING SECTION 3/4» _ 1 , -0„ �f z a co d' < w W Q 07 ILL � 0 z IOL z J 1=� Q m 1.6� Q w W W (f j z Q©� O U) ® CD CD .��`�aN ... Az :6 v ,I'� �7 's=N 0... aZo r©� ow0 fes. U) w 0 1 u o W V � E Q #- LLd S a a cn 1 1/2" TOPPING PER PLAN co PLYWOOD FLOOR rn DECK PER PLAN i T FLOOR +12 -8 I —_ --- WOOD ;-JOIST DOUBLE 2x--1 PER PIAN TOP PL., TYP, L7x4x3/8 LLV LOOSE LINTEL 2'-3 PLYWOOD ROOF DECK PER PLAN 2x6 RAFTERS AT 16" o.c., NOTCHED AT BEARING SIMPSON STRONG --TIE H3 HURRICANE TIE, TYP. ,J 6 WOOD I --JOIST BLOCKING PANEL, TYP. BETWEEN EACH JOIST 3.5 "x 11 7/8" LVL WOOD STUD REF. ARCH. DRAWINGS FOR WALL PER PLAN GUTTER, FASCIA, CONT. NAILER, AND SOFFIT FRAMING t , PLYWOOD WALL SHEATHING ' MASONRY VENEER PER ARCH. _ DRAWINGS, w/ TIES AT 16" - ox, (REF. SPECIFICATIONS) 09 FRAMING SECTION 3/47 1 12 WEB STIFFENER, NS/FS 6 SIMPSON STRONG -TIE H3 HURRICANE TIE, TYP, WOOD I -JOIST CONT, BLOCKING PER PLAN AS REQ.'D PER PLAN W STEEL BEAM PER PLAN REF. ARCH, DRAWINGS FOR GUTTER, FASCIA, CONT, NAILER, AND SOFFIT FRAMING (:D FRAMING SECTION 3/4 11 = 1 ,-o" PLYWOOD ROOF DECK PER PLAN SIMPSON STRONG -TIE I_STA24 STRAP BRACING, TYP. ALTERNATING WOOD 12 I -JOIST BLOCKING PANELS, TYP, ���"'�, 6 -CONT. BLOCKING !� AS REQ.'D STEEL BEAM WOOD I -JOIST PER PLAN PER PLAN FRAMING SECTION 7 5 I PLYWOOD ROOF DECK PER PLAN WOOD I -JOIST BLOCKING PANEL w/ 6" DIA, VENT, HOLE, TYP. BETWEEN EACH JOIST WEB STIFFENER, NS/FS SIMPSON STRONG -TIE H3 HURRICANE TIE, TYP. CONC. TOPPING 12 C 8,8 SLAB PER PLAN CONT. BLOCKING — 6 WOOD I -JOIST T FLOOR AS REQ.'D PER PLAN - PER PLAN 4„- I PLYWOOD ROOF DECK PER PLAN CONT. RIM BOARD, t� 2x4 OUTRIGGERS @ 16" o.c. MAX. - SEE 1/S14 I I w/ JOIST HANGER CONN. AT I -JOIST WOOD I -JOIST �- s SIMPSON STRONG -TIE H3 PER PLAN DOUBLE 2x HURRICANE TIE, TYP. TOP PL., TYP. STFFI. BFAM PER PLAN -WOOD I -JOIST PER PLAN w% PLYWOOD SPACERS FOR WOOD STUD - - �� HSS6x3x3/8 BEARING I I OUTRIGGER CONN. WALT_ PER PLAN I STUB AS REQ.'D - i v T BEAM REF, ARCH. DRAWINGS FO +18'-10 1/2" I GUTTER, FASCIA, CONT. NAILER, AND SOFFIT FRAM l I 1 MASONRY I \ VENEER DRAWINGS, w/ TES AT 16" I I \ STEEL BEAM o.c. (REF. SPECIFICATIONS) .�,,,� PER PLANS 5/8" PLYWOOD = WALL SHEATHING I I 1 STUB COL. ( I PER PLAN STEEL BEAM PER PLANZSTEELBEAM 4 FRAMING SECTIO T BEAM N PER PLAN 3/4" = 1'-0>' +12'-0 1/2" T BEAM +11'-4 3/$" STEEL BEAM - PER PLAN FRAMING SECTION 3/4" = 1'-0" STEEL COLUMN PER PLAN NEW STAINLESS STEEL L3.5x2.5x 1 /4 x 6" LONG OK— NEW STAINLESS STEEL PL.-- 1/4x4 x 6" LONG EXIST. STAINLESS STEEL CROSS;--- COORD. SIZE w/ OWNER NOTE: CONNECTION SHOWN TO BE PROVIDED AT 1/4 POINTS ALONG LENGTH OF CROSS. COORD, EXACT DIMENSIONS AND LOCATIONS w/ OWNER. �(2) 1/2" DIA, BLIND BOLT CONNECTORS (LINDAPTER M12 HOLLO--BOLT OR APPROVED EQUIVALENT), TYP. (2) 1/2" DIA, STAINLESS STEEL BOLTS ALTERNATE BID FOR CROSS SUPPORT FRAMING SECTION 3/4" _.. 1'-0„ 53'-2" TOP CHORD PER ELEVAT10� T TRUSS l­Iw+36'-6" L5x3x3/8 x 6'L LONG, NS/FS STEEL COL. PER PIAN 1/4 1/2" DIA. A325 BOLTS, PROVIDE HORIZ. () SLOTS ON STABILIZER ANGLE, TYP. L5x3x3/8 x 5" ",----LONG, NS ONLY BOTTOM CHORD PER ELEVATION FRAMING SECTION 3/4" = 1'-0" 0 13'-4 3/4" 13'-2 1/4" 13'-2 1/4" }� 13'-4 3/4" �I `J T/TRUSS } V-2" 1'-2" TYP. GL_ULAM ARCH ELEVATION 1/4" = 1'-0" TRUSS T1 ELEVATION 1 /4" 1 '-0" N M 3 i , �1 �3 3 1 r RISE 4 NO M o Q a W z -�-v (� �..J cc <oz LL tom, t! ! a z (uL Z F - w W W Z Uj < ® = F-. Ll� F— U) ® m C) CU , %Ploo di cy v Q iQ� ZtJ p OAA�� �� '=;�a► O� ? meq: se Jl ti6 z r• Gj `� as ,s+�...... a �O,tLr fiflll cri z 0 w Lns� i o o L :? cl� < W 7 a- 01 (1) ___j 8"L 3/8" CONT. BENT PL. 6" +80'-0" MASONRY VENEER PER, ARCH. DRAWINGS 12" CONC. BLOCK w/— #6 @ 16" o.c. VERT, AND HORIZ. REINF. @ 16" o.c. GROUT SOLID. 12" OPEN CORE BOND BEAM w/ (2) #5 CUNT. A'%' rr , kATl. k nrn " ARCf 'yo Will. BENT PL, COORD. DIMS, w/ ACCESS t� HATCH SUPPLIER I CONC. SLAB PER PLAN \-STEEL BEAMS PER PLAN SEE 6/S16 FRAMING SECTION 3/4" .- 1'--0„ NOTES: 1. THIS SECTION APPLIES AT ALL HORIZONTAL BEAMS SHOWN IN ELEVATIONS, 2. DIAGONAL BRACING NOT SHOWN FOR CLARITY. l'-4" 8" MASONRY VENEER PEF ARCH. DRAWINGS 12" CONC. BLOCK w/ #6 @ 16" o.c. VERT. AND HORIZ. REINF. @ 16" o.c. GROUT SOLI 12" OPEN CORE BON BEAM w/ (2) #5 CO'. FRAMING SECTION 3/4" = l' --O" NOTE: APPLY TWO COATS OF BITUMINOUS WATER PROTECTION TO ALL BELOW -GRADE STEEL, TYP. STEEL COL. - PER PLAN FINISHED GRADE, REF. SITE/CIVIL DRAWINGS 2" v v 1'=4" CONC. FOOTING SIZE AND REINF. PER PLAN Ln-- - - -- 1 1/2" DIA. F1554 GR. 55 —J (WELDABLE) ANCHOR ROD, TYP. 3/4" = 1'-O" I = LLJ 0 x d- �- X v) X X Lol � 1 1/4" = 1'-0" STEEL BEAM PER PLAN DIA. ANCHORS w/ MIN. 6" D SET w/ POWERS AC100 + (OR APPROVED EQUIV.) CONT. BENT 8 w/ VERT. SLOTS 61 2" THICK BASE PL, EXTEND AS REQ.'D FOR BRACING GUSSET PL, CONNECTION NON -SHRINK, NON --METALLIC GROUT (SEE SPECS.) #4 TIES @ 4" o.c. 25" #9 (2 TOTAL) 26"126" L#9 VERT, (4 TOTAL) 28" 19" FLOOR CONSTRUCTION: vi NORMAL WEIGHT CONCRETE SLAB w/ 6x6 W2.9xW2.9 W.W.F, ON 2", 18 GA., GALV, 0 COMPOSITE FLOOR DECK TOTAL SLAB THICKNESS- ' 10" AT RIDGE 1'-7 5/8" E.O.S. 1 I I W8x24 80'-0" MOMENT CONN., SLOPE S�LOPEE SEE 15/S17 r � SLAB SLAB I KI, 1 I W6x 12 OUTRIGGER, TYP. W6x12 +80'-0" 1 - `I I \ / I "i n II TOTAL SLAB THICKNESS OPEN I + - 8" AT E.O.S. 6 I d- 1co 00 cn 1 o I E o oW6x12 +80'-0" °° I OPEN I "o + � I r— _IW8x24 1+80'-0" __I__I_ 4'-0" 4'-0" 4'-0" ol 1'-7 5/8" E.O.S. 00 9�9 12.1 BELFRY FLOOR FRAMING FLAN — ALTERNATE 1/4" = 1 '--0" 7' 7" m 6'-0" 7'-7" BEI__I TOWER EAST Fl_FVATION — ALTERNATE 1 (SOUTH ELEVATION SIMILAR) 1/4" = 1'-0" 5'-10" T/STEEL BEAM I to m 12.1 12 �6! 5'-10" / \� 3 s16 /' T/BOND BEAM i W8x24 +78'-8°IMP \ l co jx`x j OUTSIDE FACE OUTSIDE FACE Ln OF 12" CMU � �OF 12" CMU a j � i ALT/STEEL BEAM W8x24 ( <_ � T BOND BEAM ! st -Ai---,T/STEEL BEAM W8x24 +53'-7 1/4_� T/BOND BEAM F i +52'-p,> � sus I Ai--\T/§T W8x24 _BFAM 7pW+40'-O 1/2" 1 �' T/BOND BEAM _ I �- +38'-8„ i I k OUTSIDE FACE I OUTSIDE FACE OF 12" CMU�< OF 12" CMU T/STEEL BEAM W8x24 _ +26'-5 3/4" T/BOND BEAM +25'_4" ass n , {{ � 1 T/STEEL BEAM I _ - W8x24 i T- T/BOND BEAM rjh " i I , I BELE TOWER NORTH ELEVATION -- ALTERNATE 1 (SOUTH EI_FVATION SIMII__AR) 1/4" = l' -O" 4 S16 P1 �n R�a FS tT N M CQ `T na/ < z W J cr- � U � 0 z l si uJ WE W m T� i 1� Lei f l 1 OuFs� <� C) L0 C/) 0 L0 Lo a C4 `rNaunrr��►i 'ON I ai :ate o� fh q >.......... vi Lliz 0 ui 0 ,12 0 c� LLJ U i:,_i w O w � s Q 0 INSPECT STEEL BEAM - SIZE PER PLAN INSPECT STEEL BEAM -- SIZE PER PLAN NOTE: THIS DETAIL SHALL BE CONSIDERED TYPICAL UNLESS SHOWN OTHERWISE IN SPECIFIC SECTIONS, OUTRIGGER MOMENT CONNECT ION DETAIL NOT TO SCALE "VERTICAL" BRICK EXPANSION JOINT -SEF ARCH. DWGS. FOR LOCATION 2 LAYERS OF FLASHING AT BEARING, BOTH ABOVE & BELOW BEARING "OFFSET" BRICK EXPANSION JOINT -SEE ARCH. DWGS. FOR LOCATION 2 LAY[ AT BEl NECTION- ON 5001 CLEAR OPENING 8" MIN. PER ARCH. PLANS B� PER ARCH. PLANS BEARINC NOTE: LIMESTONE LINTELS ARE SIMILAR. AT "VERTICAL" BRICK AT "OFFSET" BRICK EXPANSION JOINT EXPANSION JOINT /, LOOSE LINTEL BEARING DETAILES NOT TO SCALE CMU CONTROL JOINT -SEE ARCH, DWGS. FOR LOC'N. JAMB BAR -FULL HT. OFFSET & LAP JAMB BAR 48 DIA. AT CONTROL JT. I -I =__�_ BUND BEAM LLNTEL_ 2 LAYERS OF FLASHING I PER PLAN & SCHEDULE AT BEARING COAT THIS PORTION OF BARS W/ GREASE TO PREVENT BOND 8" MIN, MASONRY OPENING MASONRY OPENING 8" MIN, BEARING PER ARCH. PIANS PER ARCH. PLANS BLARING NOT AT CONTROL... JOINT AT CONTROL JOINT BOND BEAM BEARING DETAILS NOT TO SCALE VERTICAL REINF. CONTIN. 1HRU BOND BEAM CORES FILLED SOLID WITH GROUT SEE SCHED. -� VERTICAL REINF. CONTIN. THRU BOND BEAM CORES FILLED SOLID / WITH GROUT NOTE: USE OPEN CORE BOND BEAMS, TYPICAL EXCEPT FOR LINTELS & OTHER CONDITIONS WHERE BOTTOM OF UNITS WILL BE EXPOSED. OPEN CORE CMU BOND BEAM W/ WEB KNOCKOUTS OR CUT FROM STANDARD UNITS SCHEDULE SIZE REINF. 6" (1) #5 8" 10" (2)_# 2) #5 12" (2) #5 CHORD STUDS WITH 0.131" x yh ``e •RD"k,��. JR _ S 3" NAILS Al' SAME SPACING RUN JACKS CONTINUOUS THRU 10 BOTTOM OF I HEADFR i I NOTE: ADDITIONAL I INSIDE JACK STUD AS I 1 REQUIRED BY HEADER SCHEDULE i 1 1 1 I 0 n RS OF FLASHING RING CLEAR OPENING AS FOR SHEAR WALL SHT'G CHORD STUDS SEE 8" MINS SCHEDULE - FASTEN NOT EXCEED LL CLEAR OPENING 8" MIN. PER ARCH. PLANS B� PER ARCH. PLANS BEARINC NOTE: LIMESTONE LINTELS ARE SIMILAR. AT "VERTICAL" BRICK AT "OFFSET" BRICK EXPANSION JOINT EXPANSION JOINT /, LOOSE LINTEL BEARING DETAILES NOT TO SCALE CMU CONTROL JOINT -SEE ARCH, DWGS. FOR LOC'N. JAMB BAR -FULL HT. OFFSET & LAP JAMB BAR 48 DIA. AT CONTROL JT. I -I =__�_ BUND BEAM LLNTEL_ 2 LAYERS OF FLASHING I PER PLAN & SCHEDULE AT BEARING COAT THIS PORTION OF BARS W/ GREASE TO PREVENT BOND 8" MIN, MASONRY OPENING MASONRY OPENING 8" MIN, BEARING PER ARCH. PIANS PER ARCH. PLANS BLARING NOT AT CONTROL... JOINT AT CONTROL JOINT BOND BEAM BEARING DETAILS NOT TO SCALE VERTICAL REINF. CONTIN. 1HRU BOND BEAM CORES FILLED SOLID WITH GROUT SEE SCHED. -� VERTICAL REINF. CONTIN. THRU BOND BEAM CORES FILLED SOLID / WITH GROUT NOTE: USE OPEN CORE BOND BEAMS, TYPICAL EXCEPT FOR LINTELS & OTHER CONDITIONS WHERE BOTTOM OF UNITS WILL BE EXPOSED. OPEN CORE CMU BOND BEAM W/ WEB KNOCKOUTS OR CUT FROM STANDARD UNITS SCHEDULE SIZE REINF. 6" (1) #5 8" 10" (2)_# 2) #5 12" (2) #5 2 `- CMU BOND BEAM UNITS SEE SCHED. _��CMU BOND BEAM DETAILS NOT TO SCALE CMU WALL PER ARCH. PLANS & DETAILS NOTE. HORIZ. JOINT REINFORCING NOT SHOWN FOR CLARITY. CONTIN. VERTICAL WALL REINF. PER PLANS & DETAILS. USE REBAR POSITIONERS TO MAINTAIN VERTICAL REINF. IN CORRECT LOCATION WITHIN THE WALL. REF, SPECIFICATIONS FILL ALL REINFORCED CELLS SOLID WITH GROUL DELAY APPROX, 5 MINUTES (TO ALLOW EXCESS WATER TO BE ABSORBED BY THE CMU UNITS) AND THEN CONSOLI- DATE BY MECHANICALLY VIBRATING. SEE SPECIFICATIONS FOR ADDNL, REQUIREMENTS. MORTAR CROSS WEBS AT REINFORCED CELLS MATCHING DOWELS LOW—LIFT WALL CONSTRUCTION DETAIL NOT TO SCALE SEE PLAN & SECTIONS FOR VERTICAL REINFORCING SIZE & SPACING. LAP BARS 48 DIA. AT SPLICES BLOCK CORES W/ REINF. STEEL TO BE FILLED WITH GROUT THE FULL HEIGHT OF WALL O LADDER -TYPE HORIZONTAL O JOINT REINF. @ 16" O.C. VERTICALLY (DISCONTINUOUS AT CONTROL JOINTS) REDUCE SPA. TO 8" ' BELOW GRADE & AT PARAPETS r '—FOUNDATION WALL PER PIAN f/ AND SCHEDULE, GROUT SOLID FINISHED FLOOR BELOW GRADE ELEVATION - -- CMU SASH BLOCK W/ CRUCIFORM RUBBER OR PVC CONTROL JOINT, FULLY BED MORTAR JOINTS AT SEE SPECIFICATIONS. STARTER COURSE OFF FOOTINGS SEE ARCHITECTURAL DRAWINGS WHERE CELLS ARE NOT GROUTED FOR JOINT LOCATIONS iTE FOR MASONRY WALLS NOT SPECIFICALLY SHOWN IN SECTION, TO INCI-UDF INTERIOR SONRY PARTITION WALLS, PROVIDE A MINIMUM REINFORCING OF #4 VERTICALS @ 48" ox, REINFORCED MASONRY DETAIL 1 1/2" 5 5/8" 7 5/8" 9 5/8" 11 5/8" a 2" CL. a_ #5 (2) #5 (2) #6 (2) #6 Fo 6 8" MIN. BRG. 8" MIN, BRG. 2" CL, CMU LINTEL NOTES: 1. FILL IS 2,500 PSI (MINIMUM) GROUT. 2. PROVIDE 1" BRG. PER FOOT OF SPAN WITH 8" MIN. 3. LINTELS SHALL BEAR ON SOLIDLY GROUTED CMU 4. THIS SCHEDULE DOES NOT APPLY TO LOAD BEARING WALLS, UNLESS NOTED OTHERWISE. 5. BOND PATTERN OF LINTEL TO BE RUNNING BOND, U.N.O. 6. BOTTOM OF LINTEL SHALL BE SMOOTH MASONRY WITH NO CORES EXPOSED. 7. CONTRACTOR TO PROVIDE TEMPORARY SHORING UNTIL MASONRY HAS PROPERLY SET (3 DAY MINIMUM). 8. PRECAST LINTELS MAY NOT BE SUBSTITUTED FOR BOND BEAM LINTELS. 9 TYPICAL CMU LINTEL DETAILS NOT TO SCALE -- 00 NOT REMOVE ANY PART OF WOOD SHEATHING WHEN NOTCHING OR BORING PLATES. ter- ---- � r NOTES: a 1. ALL ROOF SHEATHING SHALL BE APA -RATED, 5/8", f� EXTERIOR EXPOSURE, 8d NAILS ® 12" O.C. MA . 2. ALL NAILS SHALL BE 8d COMMON WIRE NAILS W/ ALONG INTERIOR SUPPORTS MIN. 1 1/2" PENETRATION INTO FRAMING MEMBERS. 3. STAGGER END JOINTS 48", UNLESS APPROVED. 4. PLACE SCREENED SURFACE OR SIDE W/ SKID -RESISTANT COATING UP IF OSB PANELS ARE USED, WEAR SKID - RESISTANT SHOES WHEN INSTALLING ROOF SHEATHING. IYPICAL ROOF SHEATHING ATTACHMENT NOT TO SCALE BLOCK WHERE RIDGE `INTERSECTS W/ MAIN ROOF IF REQUIRED 0 6 0 0 o\ a P- --'' RIDGE LINE VALLEY LINE / NOTE: SHEATHI IS IRE[ `TO RUN UNDER V RUSSE VALLEY TRUSS OVERBUILD FRAMING TOP/BOTTOM CHORDS P ` O• VALLEY LINE s> J' TYPICAL I -JOIST TOP CHORD �f 7 TYPICAL OVERBUILD DETAIL NOT TO SCALE kirDTIrIAI ADDI I(`ATInN 10mm (3/8") MINIMUM EDGE DISTANCE FASTEN AT 399mm (12") O.C. AT INTERMEDIATE SUPPORTS FASTEN AT 150mm (6") O.C. 4T PANEL EDGES TO 3mm (3/16") PANELS 1 VVI`I VC'111Vn rmt.l_ CORNER SHEATI--LING DETAIL NOT 10 SCALE NOTCH OR BORED HOLE IN PLATE(S) FOR M.E.P. OR OTHER REASON. SEE PLATE REINFORCEMENT NOTE SIMPSON CS14 BELOW FOR SPECIFIC STRAPPING REQUIREMENTS. TIE STRAP FOR WALLS WHERE NO SPFCIFIC REQUIREMENTS ARE WHERE REQ.'D GIVEN (WALLS THAT ARE NOT EXT. OR SHEAR WALLS) FOLLOW THE REQUIREMENTS OF' THE IBC BUILDING CODE FOR CONVENTIONAL. FRAMING. WHERE NAIL SPACING OF WOOD SHEATHING IS CLOSER THAN 4" 0/C STRAP TIE MAY NOT BE ON THE SHEATHING SIDE OF THE WALL (MUST BE ON SIDE SHOWN). PLATE REINFORCEMENT: FOR ALL EXTERIOR WALLS AND DESIGNATED SHEAR WALLS - IF NOTCH OR HOLE EXCEEDS 50% OF TOP PLATE CROSS SECTION USE SIMPSON CS14 IN ONE OF THE TWO TOP PLATES. SHEAR WALE PLATE NOTCHING OR BORING NOT TO SCALE CHORD STUDS (3) 2xSTUDS MATCHING WALL STUDS. FASTEN TOGETHER WITH 0.131" x 3" NAILS AT SAME SPACING AS FOR SHEAR WALL SHT'G �— EXT. SHTG. STRAP @ LEVEL ABOVE - SEE - HOLDOWN - SEE SCHEDULE. MAY BE APPLIED SCHEDULE. INSTALL OVER SHT'G ONLY IF SHTG IS PER MANUFACTURER, STIR. WOOD SHT'G. USE OPENING KING STUDS AS SOME OR ALL OF THE SHEAR WALL CHORD STUDS AND ADD CHORD STUDS AS NEEDED. TYPICAL HOLDOWN DETAIL NOT C3 TO SCALE SHEAR WAIL - CHORD STUDS ABOVE I I II II AT CHORD STUD LOCATION, ADD I 1 VERTICAL BLOCKING TO MATCH CHORD STUDS BELOW. i r I ! I E i I I i a__'. -T 3 I i I I I I I I I SEE OTHER DETAILS FOR — -- 1 I FLOOR SYSTEM TREATMENT AT I I BEARING/SHEAR WALL. II S I f I LOCATE HEA AT TOP OF SEE FRAMING NOTES F FASTENING OF MULTIPL STUDS AND JACK STUE TOGETHER, 2X_ JACK STUDS PER SCHEDULE TENSION STRAP AT ENDS OF ALL SHEAR WALLS THAT STACK_ CENTER STRAP WITH REQUIRED PORTIONS ON THE UPPER & LOWER WALL CHORD STUDS. FLOOR SHEATHING �—BOTTOM PLATE I I DOUBLE TOP I PLATE � I i t I � I I f I SHEAR WALL CHORD STUDS BELOW SHFAR WAI I STRAP TIE DETAIL NOT TO SCALE FASTEN END STUD OF )ER WALL WINDOW HEADER PER PLAN AND SCHEDULE_.. ---- INTERSECTING WALL TO � Ja 4 " I ffiO) � rlO o CHORD STUDS WITH 0.131" x yh ``e •RD"k,��. JR _ S 3" NAILS Al' SAME SPACING RUN JACKS CONTINUOUS THRU 10 BOTTOM OF I HEADFR i I NOTE: ADDITIONAL I INSIDE JACK STUD AS I 1 REQUIRED BY HEADER SCHEDULE i 1 1 1 I 0 n F ` Dc TF PL AS FOR SHEAR WALL SHT'G CHORD STUDS SEE SCHEDULE - FASTEN NOT EXCEED LL TOGETHER WITH 0.131" STU SPACING p x 3" NAILS AT SAME SPACING AS FOR _.___---___.__ SHEAR WALL SHTG - HOLDOWN - SEE SCHEDULE. EXT. SHTG. INSTALL PER MANUFACTURER. STRAP Q LEVEL ABOVE -SEE SCHEDULE. MAY BE APPLIED _ OVER SHT'G ONLY IF SI-IT'G IS LAP WALL AS SHOWN TO STR. WOOD SHT'G, MAXIMIZE LENGTH OF WALL WITH HOLDOWN HOEDOWN AT CORNER DETAIL 4TYPICAL NOT TO SCALE CHORD STUDS (3) 2xSTUDS MATCHING WALL STUDS. FASTEN TOGETHER WITH 0.131" x 3" NAILS AT SAME SPACING AS FOR SHEAR WALL SHT'G �— EXT. SHTG. STRAP @ LEVEL ABOVE - SEE - HOLDOWN - SEE SCHEDULE. MAY BE APPLIED SCHEDULE. INSTALL OVER SHT'G ONLY IF SHTG IS PER MANUFACTURER, STIR. WOOD SHT'G. USE OPENING KING STUDS AS SOME OR ALL OF THE SHEAR WALL CHORD STUDS AND ADD CHORD STUDS AS NEEDED. TYPICAL HOLDOWN DETAIL NOT C3 TO SCALE SHEAR WAIL - CHORD STUDS ABOVE I I II II AT CHORD STUD LOCATION, ADD I 1 VERTICAL BLOCKING TO MATCH CHORD STUDS BELOW. i r I ! I E i I I i a__'. -T 3 I i I I I I I I I SEE OTHER DETAILS FOR — -- 1 I FLOOR SYSTEM TREATMENT AT I I BEARING/SHEAR WALL. II S I f I LOCATE HEA AT TOP OF SEE FRAMING NOTES F FASTENING OF MULTIPL STUDS AND JACK STUE TOGETHER, 2X_ JACK STUDS PER SCHEDULE TENSION STRAP AT ENDS OF ALL SHEAR WALLS THAT STACK_ CENTER STRAP WITH REQUIRED PORTIONS ON THE UPPER & LOWER WALL CHORD STUDS. FLOOR SHEATHING �—BOTTOM PLATE I I DOUBLE TOP I PLATE � I i t I � I I f I SHEAR WALL CHORD STUDS BELOW SHFAR WAI I STRAP TIE DETAIL NOT TO SCALE ASTEN W/ (3) .131" x 3" NAILS 'ER HEADER PLY. x KING STUDS) AS EQUIRFD BY HEADER CHEDULF OR OPENINGS ARE E SAME w/ NO SILL ATE OR BLOCK BELOW HEADERS ARE INDICATED ON THE PLAN VIEW OF THE UNITS WITH THE SYMBOL H -X . SEE HEADER SCHEDULE ON SHEET SXXX. \.TYPICAL WALL OPENING DETAIL NOT TO SCALL= M (D v " Q Q z W Q U i V 1 n4 i�G.. w W CC W (o C) CD ui Lo Cy) 00 83 0 )ER WALL WINDOW HEADER PER PLAN AND SCHEDULE_.. ---- I � Ja 4 " I ffiO) � rlO o 1 yh ``e •RD"k,��. JR _ S 0 RUN JACKS CONTINUOUS THRU 10 BOTTOM OF I HEADFR i I NOTE: ADDITIONAL I INSIDE JACK STUD AS I 1 REQUIRED BY HEADER SCHEDULE i 1 1 1 I 0 n F ` Dc TF PL bi L� cf� NOT EXCEED LL STU SPACING ASTEN W/ (3) .131" x 3" NAILS 'ER HEADER PLY. x KING STUDS) AS EQUIRFD BY HEADER CHEDULF OR OPENINGS ARE E SAME w/ NO SILL ATE OR BLOCK BELOW HEADERS ARE INDICATED ON THE PLAN VIEW OF THE UNITS WITH THE SYMBOL H -X . SEE HEADER SCHEDULE ON SHEET SXXX. \.TYPICAL WALL OPENING DETAIL NOT TO SCALL= M (D v " Q Q z W Q U i V 1 n4 i�G.. w W CC W (o C) CD ui Lo Cy) 00 83 0 �k Q;It � Ja 4 " csi :.a ffiO) � rlO o '•�. 7s,� •........ yh ``e •RD"k,��. U W z 0 0 w 0 ! l U W 0 F- 0 n w 0 bi L� cf� DESIGN CRITERIA CLASS A CONCRETE: FOOTINGS, FOUNDATION WALLS, PIERS, & GRADE BEAMS DESIGN CRITERIA, CONT'D. 4000 PSi REINFORCED MASONRY NOTES 0.45 CAST IN PLACE CONCRETE 0 -3 PERCFNT 1. DESIGN STANDARDS: The intended design standards are as follows: 12. LATERAL LOADS: Lateral loads were computed using the following criteria: 1. All construction of reinforced masonry walls to be in accordance with the 1. Details of fabrication of reinforcement, handling, and placing of the concrete, MINIMUM CEMENTITIOUS MATERIAL CONTENT 517 LB/CU YD AIR CONTENT 0-3 PERCENT WATER -REDUCING ADMIXTURE Buillding Code Requirements for Concrete Masonry Structures (ACI 530) and SLUMP construction of forms and placement of reinforcement not otherwise covered by CLASS C CONCRETE: BUILDING FRAME MEMBERS & WALLS General The 2008 Indiana Building Code (2006 5000 PSI A. Wind Load 564 LB/CU YD Commentary. 0-3 PERCENT the Plans and Specifications, shall comply with the ACI Code requirements of HIGH RANGE REQ'D. International Building Code (IBC) with 5" TO 8" d 90 MPH S BasWind npee COMPRESSIVE STRENGTH 4000 PSI MINIMUM CEMENTITIOUS MATERIAL CONTENT the latest revised date. AIR CONTENT Indiana Amendments) WATER -REDUCING ADMIXTURE Wind Exposure Factor B SLUMP A) I'm = 2000 PSI COARSE AGGREGATE CRUSHED STONE INCREASE COMPRESSIVE STRENGTH TO 4500 PSI FOR EXTERIOR REINFORCED CONCREFE SUBJECT TO THE USE OF DEICERS. Concrete ACI 318 COMPRESSIVE STRENGTH Occupony Category (IBC Table 1604.5) III0 MAXIMUM WAIER/CEMENT RATIO B) Maximum height of masonry lift: 5'- ' 2. Cold weather concreting shall be in accordance with ACI 306. Cold weather is WATER -REDUCING ADMIXTURE Masonry ACI 530 SLUMP Importance Factor, Iw 1.15 CLASS T CONCRETE: INTERIOR TOPPING SLAB C} Maximum height of grout lift: 5-0" 0 PSI 400 S defined as a period when for more than 3 successive days the average daily 517 LB/CU YD Steel RISC Manual, Allowable Stress Design (ASD) 0-3 PERCENT Internal Pressure Coefficient, GCpi +/-0.18 REQUIRED Q D) See the Specifications for additional masonry wall information, 5" TO 6 1/2" air temperature drops below 4OF and stays below 50F. The Contractor shall maintain a copy of this publication on site, bending of reinforcing steel is prohibited, unless noted an the drawings. Steel Joists/Girders Steel Joist Institute erected shall be supervised by the Supplier during manufacturing, delivery, B. Seismic Load sills, boxed joists, and multiple stud jambs at openings, that are inaccessible 15. Sidewalks, stoops, oprons, drives, exterior retaining walls, arid other site and general compliance with the relevant Contract Documents. The SER's 14. Minimum concrete cover over reinforcing steel shall be as follows, unless noted Steel Deck Steel Deck Institute handling,storage, and erection in accordance with the Supplier's instructions 9 PR Site Class D 2. CONCRETE BLOCK: Minimum compressive test strength on the net cross- 3. Hot weather concreting shall be in accordance with ACI 305. Hot weather is 9 otherwise on plan, section or note: Cold -Formed Metal AISI-ASD and requirements.21 Occupancy Category (IBC Table 1604.5) III Shop Drawings: Show layout spacings sizes thicknesses and t es of cold - sectional area: 2500 PSI. and Architectural Drawings for locations, dimensions, elevations, jointing and defined as any combination of the following conditions that tends to impair the Wood Framing NDS Wood Trusses TPI :0 D Importance Factor, I 1.25 3. MORTAR: Type S required. quality of the freshly mixed or hardened concrete: high ambient temperature,erature, L) =A Glu -Lam Wood AITC C ) Spectral Response Coeff (Short Period), Sds 0.1978 PERMIT CONCRETE TO BE WORKED READILY INTO THE CORNERS AND ANGLES OF V J All single panel points of the lower chord of exposed roof trusses or an point q p p p y p high concrete temperature, low relative humidity, wind s eed, or solar radiation 9 P Y P 2. Wall Framing: Horizontal deflection of Y60 of the wall height for walls g _r Sectral Res 1 Second), Shc 0.129 P Response Coeff ( P ) 9 4. GROUT: ASTM C476, 2500 PSI with a slump of 8" min. and 10" max. along the primary structural members supporting roofs over all other occupancies The Contractor shall maintain a copy of this publication on site. r - All referenced standards and codes, as well as ASTM numbers, are for the editions I_ 0 Seismic Design Category, SDC B CONSOLIDATION TO BE EMPLOYED, WITHOUT SEGREGATION AND EXCESSIVE L.l.l 4. A certified Testing Agency shall be retained to perforin industry standard testing ® of these publications referenced in the Building Code listed above, unless noted P 9 Response Modification Factor, R Varies 5. REINFORCING: f = 60000 PSI with a min. la of 48 bar diameters. Y P than 200 LBS in addition to dead load, unless noted. including measurement of slump, air temperature, concrete cylinder testing, etc. otherwise. 1. �O w- U. Z' Jam- \ `� Seismic Response Coefficient, Cs 0.170 9. ADJUSTMENTS TO THE APPROVED MIX DESIGNS MAY BE REQUESTED BY THE t a ; �. -r %yo N y10*d � .'�5�� insure conformance with the Contract Documents. Submit reports to the 2. DEAD LOADS: Gravity dead loads used in the design of the structure are as computed for the materials of construction incorporated into the building, Analysis Procedure Equivalent Lateral Force Basic Seismic Force Resisting System Varies CONTRACTOR WHEN JOB CONDITIONS WEATHER TEST RESULTS OR OTHER COLD -FORMED (LIGHT GA.)Architect/Engineer. 10. HANDRAIL AND GUARDS: Ar including but not limited to walls, floors, roofs, ceilings, stairways, fixed finishes, items, in w 'Safety CIRCUMSTANCES WARRANT. THESE REVISED MiX DESIGNS SHALL BE SUBMITTED METAL FRAMING NOTES 5. FINISHING OF SLABS: After screeding, bull floating and floating operations have partitions, cladding, and other similar architectural and structural 14. SAFETY FACTORS: This structure has been designed with Factors' in TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO USE. A. Handrail Assemblies and Guards 50 PLF applied in any direction been completed, apply final finish as indicated below, and as described in the as well as mechanical, electrical and plumbing equipment and fixtures, and accordance with accepted principles of structural engineeering. The .f sm1 200 LB concentrated load Division 3 Cast In Place Concrete Specification of the Project Manual. " material handling and fixed service equipment, including the weight of crones. E) fundamental nature of the Safety Factor is to compensate for uncertainties in 1. All cold -formed steel framing members, their design, fabrication, and erection applied in any direction (non- B. Reinforcing Steel Shop Drawings. C. Structural Steel Shop Drawings. 3. LIVE LOADS: Gravity live loads used in the design of the structure meet, or exceed the design, fabrication, and erection of structural building components. It is T LE LINTEL SCHEDULE shall conform to the "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL concurrent with 50 PLF load) A. Floor Slabs Hard Trowel Finish w 1,11 _ the following table (IBC 2006, 1607.1): F) intended that 'Safety Factors' be used such that the load -carrying capacity of STRUCTURAL MEMBERS" of the latest edition of the AISI. B. Ramps, Stairs, &Sidewalks Broom Finish 24. Design framing systems to provide for movement of framing members without the structure does not fall below the design load and that the building will 1. Where lintels are not specifically shown or noted on the Structural or B. Components, Intermediate Rails, 50 LBS horizontally applied C. Surfaces to Receive Topping Slabs Float Finish OCCUPANCY OR USE UNIFORM (PSF) CONCENTRATED (LB) G) perform under design load without distress. While the use of 'Safety Factors' 2• All framing members shall be formed from steel conforming to ASTM A653, with Bollusters, Fillers, etc. normal load on an area not to D. Surfaces to receive thick -set mortar Float Finish anchors, or other detrimental effects when subject to an ambient temperature implies some excess capacity beyond design load, such excess capacity cannot recesses in both interior and exterior, non-food bearing walls. a minimum yield strength as follows: exceed 1 SF, not superimposed beds or similar comentitious materials A. Schools Nato #1 H) be adequately predicted and SHALL NOT BE RELIED UPON. A 12, 14 & 16 F ) with those of handrail assem's. E. Driving Surfaces Rough Swirl Finish 25. 1. Classrooms 40 1000 Provide finish as noted on the Drawings. If not noted, provide A) Brick: Masonry Opening Angle Size gouge members: -50 ksi g g y- 11 • ROOF LIVE/SNOW LOADS: Gravity live loads used in the design of the roof structure I. Cold -Formed Steel Framing Systems. 2. Offices & Administration 50 2000 hot --dip galvanized finish for interior applications. Provide stainless B) 18, 20 gouge members: Fy=36 ksi meet or exceed the following table: Sample Finishes: See the Specifications for sample and mockup requirements, 3. First Floor Corridors 100 1000 steel finish for exterior applications, unless noted. Up to 5'-O" if any. 4. Corridors Above 1st Floor 80 1000 5. Gymnasiums, Main Floor & Balconies 100 2000 COORDINATION WITH 3. All framing members shall be galvanized with a C90 coating meeting the requirements of ASTM A653, unless otherwise indicated. A. Snow Load Floor Tolerances: See the Specifications for specified Ff and FI tolerances. Ff B. Sidewalks, Vehicular Driveways & 250 Nate "c" 8000 Note "d" Y 2. When OTHER TRADES 4• Members shall be the Manufacturers standard 'C` -Shp ed studs gists of the P /1 and FI testing shall be performed by the Testing Agency in accordance with ASTM E 1155. Results, including acceptance or rejection of the work will be 9 P 1 Yards Subject to Trucking size, flange width, and gouge indicated. All members shall have a minimum g 9 9 provided to the Contractor and the Architect/Engineer within 48 hours after C. Stairs & Exits 1. The Contractor shall coordinate and check all dimensions relating to Architec- flange lip return of Y2" and satisfy the minimum properties in accordance with the Steel Stud Manufacturers Association (SSMA), data collection. Remedies for out -of -tolerance work shall be in accordance with the Specifications. When approved by the SER, measurement of the gaps 1. Typical 100 300 on A=4 s . in. YP q tural finishes, mechanical equipment and openings, elevator shafts and beneath a 10 -foot straightedge may be used in lieu of Ff and FI testing. 2. 1 & 2 -Family Dwellings 40 300 on A=4 sq, in. overrides, etc. and notify the Architect/Engineer of any discrepancies before 5. The gauge of all tracks shall match the gauge of the associated stud or Approval must be obtained in writing prior to the beginning of concrete D. Walkways & Elevated Platforms, 60 --- proceeding with any work in the area under question. joists, unless otherwise noted. operations. Other than Exitways 2. The Structural Drawings shall be used in conjunction with the Drawings of all 6. All welding shall be in accordance with AWS Specification D1.3. No welding of E. Yards &Terraces, Pedestrians 100 --- other disciplines and the Specifications. The Contractor shall verify the members less than 14 gauge in thickness is permitted without the approval of 6. FINISHING FARMED SURFACES: Finish formed surfaces as indicated below, and as described in the Division 3 Castt In Place Concrete Specification of the requirements of other trades as to sleeves, chases, hangers, inserts, anchors, the SER. All welding shall be performed by certified welders. All welds shall F. Corridors (expect as 100 --- holes, and other items to be laced or set in the Structural Work. P be touched u with zinc rich oint in accordance with ASTM A780. P P Project Manual. otherwise indicated) 3. There shall be no vertical or horizontal sleeves set, or holes cut or dulled in 7. Provide bridging for all load-bearing studs at a maximum spacing of 48" o.c. A. Sides of Footings & Pile Caps Rough Form Finish G. Elevator Machine Room Grating 300 on A=4 sq. in. any beam or column unless it is shown on the Structural Drawings or approved B. Sides of Grade Beams Rough Form Finish in writing by the SER. 8. Provide bridging for all non load-bearing curtain wall studs at a maximum C. Surfaces not exposed to public view Rough Form Finish H. Assembly Areasspacing of 54" o.c. locate one row of bridging within 18" of the top track D. Surfaces exposed to public viewe Smooth Form Finish 1. Fixed Seats (fastened to floor) 60 --- 4 Mechanical and electrical openings through supported slabs and walls, 8° when a single deep -leg deflection track is utilized. 2. Movable Seats 100 --- diameter, or larger not shown on the Structural Drawings must be approved by joists 7. 1 he Contractor shall consult with the Engineer before starting concrete work to 9 9 3. Stages and Platforms 125 ---- the SER. Openings less than 8' diameter shall have of least 1'-0' clear g• Provide bridging for and rafters 9 9 1 at midspan and at a maximum spacing establish a satisfactory placing schedule and to determine the location of between openings, unless approved in writing by the SER. of 6'-0" o.c., unless noted otherwise, All bridging shall be installed prior to construction joints so as to minimize the effects of shrinkage in the floor NOTES FOOTNOTES: the application of any loading. Connect bridging to each member by clip system. Note #1: Unless otherwise noted, the indicated concentrated load has been 5. Verify locations and dimensions of mechanical and electrical openings through angles, or other approved method per the Manufacturer's requirements. assumed to be uniformly distributed over an area of 30" x 30". supported slobs and walls shown on the Structural Drawings with the Mechanical $. Sawn or tooled control/contraction joints shall be provided in all slabs on and Electrical Contractors. 10. Provide web stiffeners at joist and rafter bearings in accordance with the grade. For a framed structure, joints shall be located on all column lines. Note "c": Other uniform loads in accordance with an approved method which 6. Do not install conduit in supported slabs, slabs on grade, or concrete walls Manufacturer's requirements. If the column spacing exceeds 20'--O", provide intermediate joints. Exterior contains provisions for truck loadings have also been considered where unless expficitely shown or noted on the Structural Drawings. 11. All axially -loaded studs shall have full bearing against the track web, prior to slobs, and interior slabs without columns shall have joints spaced a maximum appropriate. 7. Da not suspend any items, such as ductwork, mechanical or electrical fixtures, stud and track alignment. Slices in axials loaded studs are not 9 P Y permitted. of 15'-O" apart. Layout joints so that maximum aspect ratio ratio of long P Y 1 P 9 Note d': The concentrated wheel Toad has applied on an area of 20 sq. in. ceilings, etc. from steel root deck or wood roof sheathing. 12. Provide the Manufacturer's standard track, clip angles, bracing, reinforcement, side to short side) does not exceed 1.5. 8. The Mechanical Contractor shall verify that mechonical units supported by steel fasteners, and accessories as recommended by the Manufacturer for the 9. Where vinyl composition tile, vinyl sheets goods, thin -set epoxy terrazzo, or 4, LIVE LOAD REDUCTION: Live load reductions in accordance with IBC 1607.9, framing are capable of spanning the distrance between the supporting members application indicated and as needed to provide a complete framing system, other similar material is the specified finish floor material, the Contractor shall have been used with the following exceptions: indicated on the Structural Drawings. The Mechanical Contractor shall supply Unless otherwise indicated, isntall the metal framing system in accordance with coordinate the locations of control/contraction and construction joints with the additional support framing as required. the Manufacturer's shop drawings, written instructions and recommendations. Finish Flooring Contractor. Submit a dimensioned plan showing joint locations A. Heavy live lands in excess of 100 PSF have not been reduced except and proposed sequence of floor pours. for members supporting 2 or more floors have been reduced b a PP 9Y 9. If the Drawings and Specifications are in conflict the most stringent restrictions D w 9s P 9 t3. Install supplementary framing, blocking, and bracing in metal PP ry 9, g. g eta framing system maximum of 20%. and requirements shall govern. wherever walls or partitions are indicated to support fixtures, equipment, 10. Unless specifically noted on the Plans, composite and non --composite supported I r aced except B. The live load in passenger Cor garages have not been red p services, casework, h trim rill es, se envy o furnishings, and similar work requiring slabs on metal dock, and supported cost -in-place concrete slabs do not for members supporting 2 or more floors have been reduced by a attachment to the wall or partition. Where type of supplementary support is require sawn control joints. maximum of 20%.(`± n not otherwise indicated, comply with the stud manufacturer's recommendations C. Live loads of 100 PSF or less for public assembly occupancies have not GENERAL NOTES and industry standards in each case, considering weight or loading resulting 11. Joints in slabs to receive a finish floor may remain unfilled, unless required by been reduced. from the item supported. the Finish Flooring Contractor. All exposed slabs shall be filled with sealant as 0. Live loads for roof members have not been reduced. E. I-ive loads for the design of one --way slabs have not been reduced. 1. in with all safetyprecautions The Contractor shall be responsible for com g 14. All field -cutting of studs must be down by sawing or shearing, rorch -cutting specified in Division 7, or as follows: All slabs in industrial, manufocturing, or and regulations during the work. The SER will not advise on, nor issue of cold -formed members is not allowed, warehouse applications subject to wheeled traffic shall be filled with specified 5. IMPACT DESIGN: The live lands listed in the table above include allowance for direction as to safety precautions and programs. epoxy resin sealant, all other 'ointts shall be filled with specified eiastomeric P xY i on � 1 P impact. lim act has been considered in the design of the following elements: P P g g 2. The Structural Drawings herein represent the finished structure. The Contractor 15. No notching or coping of studs is allowed, unless explicitely shown on the design or shop drawings. All field -cut hoes must be reinforced. sealant. Defer filling of joints as long as possible, preferably o minimum of 4 to 6 weeks after the slab has been cured. Prior to filling, remove all debris A. Members supporting elevator loads hove been increased 100% for impact. shall provide all temporary guying arill bracing required to erect and hold the'from t t e 1' t t'I 11 St ,+,,-I W 1, d t' h 16 The Framing Contractor's to ensure punch out alt ment when issembL the slab joints, then lilt in accordance with the manufacturer's CONCRETE MIX CLASSES CLASS A CONCRETE: FOOTINGS, FOUNDATION WALLS, PIERS, & GRADE BEAMS COMPRESSIVE STRENGTH 4000 PSi MAXIMUM WATER/CEMENT RATIO 0.45 AIR CONTENT 0 -3 PERCFNT WATER --REDUCING ADMIXTURE REQUIRED SLUMP CLASS B CONCRETE: INTERIOR CONCRETE SLABS COMPRESSIVE STRENGTH 4000 PSI MINIMUM CEMENTITIOUS MATERIAL CONTENT 517 LB/CU YD AIR CONTENT 0-3 PERCENT WATER -REDUCING ADMIXTURE REQUIRED SLUMP 5" TO 6 1/2" CLASS C CONCRETE: BUILDING FRAME MEMBERS & WALLS COMPRESSIVE STRENGTH 5000 PSI MINIMUM CEMENTITIOU5 MATERIAL CONTENT 564 LB/CU YD AIR CONTENT 0-3 PERCENT WATER -REDUCING ADMIXTURE HIGH RANGE REQ'D. SLUMP 5" TO 8" CLASS E CONCRETE: EXTERIOR CONCRETE SUBJECT TO FREEZE -THAW COMPRESSIVE STRENGTH 4000 PSI MINIMUM CEMENTITIOUS MATERIAL CONTENT 564 LB/CU YD AIR CONTENT 6 -I-/_ 1 PERCENT WATER -REDUCING ADMIXTURE REQUIRED SLUMP 5" TO 6 1/2" COARSE AGGREGATE CRUSHED STONE INCREASE COMPRESSIVE STRENGTH TO 4500 PSI FOR EXTERIOR REINFORCED CONCREFE SUBJECT TO THE USE OF DEICERS. CLASS LC CONCRETE: LEAN CONCRETE FILL COMPRESSIVE STRENGTH 2000 PSI MAXIMUM WAIER/CEMENT RATIO 0.65 AIR CONTENT OPTIONAL WATER -REDUCING ADMIXTURE NOT REQUIRED SLUMP 4" TO 7" CLASS T CONCRETE: INTERIOR TOPPING SLAB I STRENGTH COMPRESSIVE STRE GT 0 PSI 400 S MINIMUM CEMENTITIOUS MATERIAL CONTENT 517 LB/CU YD AiR CONTENT 0-3 PERCENT WATER -REDUCING ADMIXTURE REQUIRED Q SLUMP 5" TO 6 1/2" THE CONTRACTOR SHALL CONSIDER THE EFFECTS OF CAMBER AND TOLERANCE ON THE MINIMUM TOPPING THICKNESS AND LIMIT THE SIZE OF LARGE AGGREGATE ACCORDINGLY. FOUNDATIONS 1. Proofroll slab on grade areas with a medium -weight roller or other suitable equipment to check for pockets of soft material hidden beneath a thin crust of better soil. Any unsuitable materials thus exposed should be removed and replaced with compacted, engineered fill as outlined in the specifications. Proofrolling operations shall be monitored by the Geotechnical Testing Agency. 2. All engineered fill beneath slabs and over footings should be compacted to a dry density of at least 93% of the Modified Proctor maximum dry density (ASTM D-1557). All fill which shall be stressed by foundation loads shall be approved granular materials compacted to a dry density of at least 95% (ASTM 0-1557). Coordinate all fill and compaction operations with the Specifications and the Subsurface Investigation. 3. Compaction shall be accomplished by placing fill in approximate 8" lifts and mechanically compacting each lift to at least the specified minimum dry density. For large areas of fill, field density tests shall be performed for each 3,000 square feet of building area for each lift as necessary to insure adequate compaction is being achieved. 4. Column footings and wall footings to bear on firm natural soils or well - compacted engineered fill with allowable bearing pressures of 2,000 PSF and 1,600 PSF for column and wall footings respectively, as outlined in the Subsurface Investigation Report. It is essential that the foundations be inspected to insure that all loose, soft, or otherwise undesirable material (such as organics, existing uncontrolled fill, etc.) is removed and that the foundations will bear on satisfactory material. The Geotechnicol Testing Agency shall inspect the subgrade and perform any necessary tests to insure that the actual bearing capacities meet or exceed the design capacities. The Geotechnicol Testing Agency shall verify the bearing capacity at each spread column footing and every 10 feet on center for strip footings prior to placement of concrete. 5. Place footings the some day the excavation is performed. If this is not possible, the footings shall be adequately protected against any detrimental change in condition, such as from disturbance, roin, or freezing. 6. It is the reponsibility of the Contractor and each Sub -Contractor to verify the location of all utilities and services shown, or not shown; and establish safe working conditions before commencing work. 7. The Contractor shall layout the entire building and field verify all dimension prior to excavation. 8. For information regarding subsurface conditions, refer to the Subsurface investigation & Foundation Recomendotion Report prepared by XXX Engineering Company, Inc., XXX Project No. XXXXX, Dated XXX, 200X. CONCRETE REINFORCING 1. Reinforcement, other than cold drawn wire for spirals and welded wire fabric, shall have deformed surfaces in accordance with ASTM A305. 2. Reinforcing steel shall conform to ASTM A615, Grade 60, unless noted. 3. Welded wire fabric shall conform to ASTM A185, unless noted. 4. Where hooks are indicated, provide standard hooks per ACI and CRSI for all bars unless other hook dimensions are shown on the plans or details. 5. Reinforcement in footings, walls and beams shall be continuous. Lap bars a minimum of 36 bar diameters, unless noted otherwise. 6. Reinforcement shall be supported and secured against displacement in accordance with the CRSI 'Manual of Standard Practice'. 7. Details of reinforcing steel fabrication and placement shall conform to ACI 315 'Details and Detailing of Concrete Reinforcement' and ACI 315R 'Manual of Engineering and Placing Drawings for Reinforced Concrete Structures', unless otherwise indicated. 8. Spread reinforcing steel around small openings and sleeves in slabs and walls, where possible, and where bar spacing will not exceed 1.5 times the normal spacing. Discontinue bars at all large openings where necessary, and provide an area of reinforcement, equal to the interrupted reinforcement, in full length bars, distributing one-half each side of the opening. Where shrinkage and temperature reinforcement is interrupted, add (2) #5 x opening dimension + 4'-0" on each side of the opening. Provide #5 x 4'-0" long diagonal bars in both faces, at each corner of openings larger than 12" in any direction. 9. Provide standees for the support of to reinforcement for footings, Ile caps, PP P 9 . P P • and mat foundations, 10. Provide individual high chairs with support bars, as required for the support of t .f 1 rt Ib D t 'd t d B. Members supporting machinery and moving loads have been increased as s rue ure in prop r a ignmen un i n rue urn o an connec cans ave been completed. The investigation, design, safety, adequacy and inspection of IYP 9 in9 lateral bracing/bridging and field -cutting studs to length. Lateral bracing/ finishing details. recommendations. 4" op rein orcemen or suppo so s. o no provr e s an ees. tallows to allow for impact: the bracing, shoring, temporary supports, etc. is the sole responsibility of the f fas Show ow reinorcin 9 channels ,opening framing, supplemental framing, bridging must be installed at the time the wall is erected. 12. Refer to the Architectural Drawings for locations and details of reveals (1" 1. SLUMP: 11. Provide snap -on plastic spacer wheels to maintain required cover for vertical Elevator Machinery 100% Contractor. 17. Temporary bracing shall be provided and remain in place until work is i maximum depth) in exposed walls. MIXES CONTAINING TYPE A WRDA 5 IN. MAXIMUM wall reinforcement. Light Machinery, Shaft or Motor -Driven 20% Reciprocating Machinery, or Power --Driven Units 20% 3• The SER shall not be responsbile for the methods, techniques, and sequences of procedures to perform the Work. The supervision of the Work is the sole �!^� S completely stabilized. 1 3. Refer hArchitectural Drawl s for chamfer requirements for corners f Re r to the ng q o MIXES CONTAINING MID - RANGE WRDA 5-6 Y" 1N. _ MIXES CONTAINING HIGH -RANGE WRDA 5-8 IN. 12. Where walls sit on column footings, provide dowels for the wall. Dowels shall 9 Hangers for Floors or Balconies 33% g responsibility of the Contractor. 18, Use a minimum of three studs at the corners of all exterior walls. ASCE 7. elements of the structure under the certification of the SER, or other SSE's. concrete. Where not indicated, provide / chomfers on exposed corners of 2. SPECIFIED MINIMUM CEMENTITIOUS MATERIAL CONTENTS ARE BASED ON THE USE of the same size and spacing o the vertical wall reinforcement, unless noted otherwise, with lap splices as shown on the applicable sections. Install dowels 6. PARTITION ALLOWANCE: A uniform partition allowance of 20 PSF has been used 4• The Drawings .indicate general and typical details of constructoin. Where 19, Use a minimum of three studs at the corners and intersections of all load- 2. Unbalanced roof snow loads calculated in accordance with Sec. completeness of the SSE's design. concrete those abutting mason c ete excepth ng ry. OF WATER REDUCING ADMIXTURES. in the footing f g arms before concrete is placed. Do not stick dowels into to account for the load of all floors where partition locations are subject to conditions are not specifically shown, similar details of construction shall be P Y C) Block: For openings between 8'-1" & 12`-0" long exposed in the bearing wails. 14. Refer to the Architectural Drawings for exact locations and dimensions of g 3. INCLUDE AN AIR -ENTRAINING ADMIXTURE FOR ALL CONCRETE EXPOSED TO footings after concrete is placed. change, unless the specified live load exceeds 80 PSF. 9 P used, subject to approval of the SER.slabs, 20. All headers and built-up beams must be constructed of UNPUNCHED rnaterail canopies, etc. 13. No structural member may be cut, notched, or otherwise reduced in strength recessed ram stairs thickened slabs etc. Sloe slabs to drains romps, e p FREEZING AND THAWING IN SERVICE AND FOR ALL CONCRETE EXPOSED TO COLD 13. Field iot I!structuralYP TRA LAD: Unless otherwise noted a minimum uniform collateral load 7 COLLATERAL L O 5 s#e which a e o c f b fi All systems r t be composed o components to e field9 Y P P D) Block (stack bond openings over 4'-0"): See framing plans for stool only. Install insulation in buil -u e xt i fr er or aurin m P emb ,rs such as h enders 14. When modifications are proposed to structural elements under the design and where shown on the Architectural and Plumbing Drawings. WEATHER DURING CONSTRUCTION, BEFORE ATTAINING ITS SPECIFIED DESIGN WEATHER. T F A EA COMPRESSIVE STRENGTH. REF, ACI FOR DEFINITION OF COLD 3 bending of reinforcing steel is prohibited, unless noted an the drawings. of 10 PSF has been used to account for ductwork, ceilings, sprinklers, lighting, erected shall be supervised by the Supplier during manufacturing, delivery, Drill hales larger than bar or rod to be embedded. Coordinate hole sills, boxed joists, and multiple stud jambs at openings, that are inaccessible 15. Sidewalks, stoops, oprons, drives, exterior retaining walls, arid other site and general compliance with the relevant Contract Documents. The SER's 14. Minimum concrete cover over reinforcing steel shall be as follows, unless noted etc. The collateral load is in addition to the weight of mechanical unites, handling,storage, and erection in accordance with the Supplier's instructions 9 PR diameter with Manufacturer's recommendations. upon completion of framing work. <c concrete are not indicated on the Structural Drawings. Refer to the Site/Civil 4. CLASS C FLYA5f1 MAY BE USED AS A CEMENT SUBSTITUTE WITH A MAXIMUM 20% otherwise on plan, section or note: larger piping (greater than 4" diameter) and suspended fixtures or equipment and requirements.21 Holes must be cleaned and prepared in accordance with Manufac- Shop Drawings: Show layout spacings sizes thicknesses and t es of cold - and Architectural Drawings for locations, dimensions, elevations, jointing and SUBSTITUTION RATE ON A LB. PER LB. BASIS. that have been specifically accounted for in the design. 6. loading applied to the structure during the process of construction shall not IYP formed metal framing; and fastening and anchorage details, including mechical finishing details. 5. SLAG CEMENT MAY BE USED AS A SUBSTITUTE FOR PORTLAND CEMENT WITH A 4" 8. COLLATERAL LOADS ABOVE CORRIDORS & MECHANICAL ROOMS: A minimum exceed the safe load -carrying capacity of the structural members. The live FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, SEWAGE, WEATHER, OR IN CONTACT WITH GROUND f fas Show ow reinorcin 9 channels ,opening framing, supplemental framing, FOOTINGS &BASE SLABS AT FORMED SURFACES & BOTTOMS BEARING ON CONCRETE WORK MAT MAXIMUM 50% SUBSTITUTION RATE ON A LB. PER LB. BASIS WITH THE CXCEPTION OF CLASS E CONCRETE, WHICH SHALL BE LIMITED TO 30%. AT UNFORMED SURFACES & BOTTOMS IN CONTACT WITH EARTH uniform collateral Load of 20 PSF has been used to account for large loads used in the design of this structure are indicated in the "Design Criteria SAME AS SLABS strapping, bracing, bridging, splices, accessories, connection details, and 2" i ductwork, sprinkler mains, concentrations of piping, and electrical distribution Notes". Do not apply any construction loads until structural framing is properly 1 Y" attachment to adjoining work. �!^� S y-� T '"(`"ST1_1qT LED j~®��TELS QT 1 INS I. L .L! VV tXr 6, WHEN SLAG CEMENT AND FLYASH ARE USED IN THE SAME CONCRETE MIX, THE The tensile proof load must exceed 1.33 x the design load of the above corridors and mechanical rooms. The collateral load is in addition to connected together and until all permanent bracing is in lace. 9 P 9 P 22. For cold -formed metal framing indicated to comply with design loads, include n T ��rr T'OlrTS�ROD►J MAXIMUM SUBSTITUTION RATES SHALL COMPLY WITH THE FOLLOWING: ASCE 7. elements of the structure under the certification of the SER, or other SSE's. the weight of mechanical units and larger piping (greater than 4" diameter) and sus ended Fixtures or equipment that have been specifically accounted for PP Y 7. All ASTM and other referenced standards and codes are for the latest editions structural analysis data signed and sealed by the qualified professional engineer (SSE) responsible for their preparation, ANCHOR j� PORTLAND CEMENT/SLAG/FLYASH RATIO: 2. Unbalanced roof snow loads calculated in accordance with Sec. completeness of the SSE's design. in the design. rioted otherwise. of these publications, unless n C0 Ict 7.6, ASCE 7. Specialty Structural Engineers (SSE) must consider 4" diameter: 11.6 kips C) Block: For openings between 8'-1" & 12`-0" long exposed in the CLASS E EXTERIOR CONCRETE 70%/20%/10% unbalanced snow loads in the design of pre --engineered trusses, 12• Contractors shall visit the site prior to bid to ascertain conditions which may 9. CONCENTRATED LOADS: 8. Shop Drawings and other items shall be submitted to the SFR for review prior 23. Structural P rucuraerformance: Provide cold -formed metal framing capable of ca P 1. All chemical reinforcing steel and threaded rod anchors to be installed in 2 -part anchoring system shall be treated as follows: ALL OTHER CLASSES 50`0 30% 20% canopies, etc. 13. No structural member may be cut, notched, or otherwise reduced in strength M �- 0 to fabrication. All shop drawings shall be reviewed by the Contractor before withstanding design loads within limits and under conditions indicated. Note: Values listed above ore for ASTM F•-1554, Grade 36 material. When higher grade or strength materials are specified, en strength man D) Block (stack bond openings over 4'-0"): See framing plans for stool 7, FOR CONCRETE TO BE CAST DURING COLD WEATHER, THE MAXIMUM SUBSTITUTION 14. When modifications are proposed to structural elements under the design and I r roof ruses or an point All single panel points of the owe chard of exposed a t y pg submittal, T SERs review is to be for conformance wi h he i n nc submr he ot t des concept t P A) Design Loads: Reference the Design Criteria Notes. A) Drill hales larger than bar or rod to be embedded. Coordinate hole 0 RATE FOR SLAG CEMENT SHALL BE 30I. IF SLAG CEMENT AND FLYA5H ARE designed for a minimum live load of 100 PSF. submitted to the SER for review prior to performing the proposed modifications. along the primary structural members supporting roofs over manufacturing, and general compliance with the relevant Contract Documents. The SER's 0 [g� R Deflection Limits:Design fr i )itframing systems to withstand the design Toads resisting column base, such as those in moment -resisting space diameter with Manufacturer's recommendations. USED IN THE SAME MIX, THE MAXIMUM SUSTITUTION RATES SHALL COMPLY WITH <c commercial storage and warehousing, and commercial garage floors shall be review does not relieve the Contractor of the sole responsibility to review, without deflections greater than the following: B) Holes must be cleaned and prepared in accordance with Manufac- A RATIO OF PORTLAND CEMENT/SLAG/FLYA5H OF 70%/20%/10%, capable of carrying safe) a suspended concentrated load of not less than 2000 P ry g Y P LBS in addition to dead load, unless noted. check and coordinate the Shop Drawings riot to submission, The Contractor P ng P remains solely responsible for errors and omissions associated with the 1. Wall Framing: Horizontal deflection Y4, of the wall height for walls :0 D , Curers recommendations. 8. PROPORTION CONCRETE MIXES 10 PROVIDE WORKABILITY AND CONSISTENCY TO preparation of Shop Drawings as they pertain to member sizes, details, L) =A with flexible finishes for i t g metal siding, wood sideing, EIFS, etc. C ) t When reinforcing steel is encountered during drilling for installation 9 9 9 PERMIT CONCRETE TO BE WORKED READILY INTO THE CORNERS AND ANGLES OF V J All single panel points of the lower chord of exposed roof trusses or an point q p p p y p dimensions, etc. 2. Wall Framing: Horizontal deflection of Y60 of the wall height for walls g _r of anchors; stop drilling, use a sensor to locate the reinforcing in THE FORMS AND AROUND REINFORCEMENT BY THE METHODS OF PLACEMENT AND C_ C) along the primary structural members supporting roofs over all other occupancies r - with cementitious finishes for eg cement PIalto • I_ 0 the surrounding area and install anchor(s) as close as Possible to CONSOLIDATION TO BE EMPLOYED, WITHOUT SEGREGATION AND EXCESSIVE L.l.l shall be capable of carrying safely a suspended concentrated load of not less 9. Submit Shop Drawings in the form of blueline/blackline prints (min. 2 sets/ ® 3. Wall Framing: Horizontal deflection of Y600 of the wall height for walls the original location. Contact the Structural Engineer of Record for BLEEDING than 200 LBS in addition to dead load, unless noted. max. 5 sets), unless the use of electronic submittals has been addressed in with masonry veneer finishes, 1. �O w- U. Z' Jam- \ `� direction when the revised location is more than 2" from the 9. ADJUSTMENTS TO THE APPROVED MIX DESIGNS MAY BE REQUESTED BY THE t a ; �. -r %yo N y10*d � .'�5�� the Specifications or approved by the SER in writing, In no case shall 4. Floor Joist Framing: Vertical deflection of Y480 of the span under original location, or when the original function of the anchorage is CONTRACTOR WHEN JOB CONDITIONS WEATHER TEST RESULTS OR OTHER 10. HANDRAIL AND GUARDS: reproductions of the Contract Documents be used as Shop Drawings. As a live load. Limit deflection under total load (dead + live) to in w significantly altered. When in doubt, contact the SER for direction. CIRCUMSTANCES WARRANT. THESE REVISED MiX DESIGNS SHALL BE SUBMITTED minimum, submit the following items for review: to Y60 of the span. D) Drill the hole a minimum of 15 bar diameters or as shown on the TO THE ARCHITECT/ENGINEER FOR APPROVAL PRIOR TO USE. A. Handrail Assemblies and Guards 50 PLF applied in any direction 5. Roof Framing: Vertical deflection of Y360 of the span under live/snow Drawings. .f sm1 200 LB concentrated load A. Concrete Mix Design(s). " load. Limit deflection under total load (dead + live) to Y240 of the E) Use a 2 -part adhesive anchoring system, Hilti HY-150, or approved 1 applied in any direction (non- B. Reinforcing Steel Shop Drawings. C. Structural Steel Shop Drawings. span. equal. T LE LINTEL SCHEDULE . concurrent with 50 PLF load) w H < w 1,11 _ Q_ F) For anchorage into hollow substrate, use Hilti HY-20, or approved D. Steel Joists and Joist Girder Shop Drawings. 24. Design framing systems to provide for movement of framing members without equal. 1. Where lintels are not specifically shown or noted on the Structural or B. Components, Intermediate Rails, 50 LBS horizontally applied E. Steel Deck Shop Drawings. damage or overstressing, sheathing failure, undue strain on fasteners and G) Reinforcing steel dowels shall be ASTM A615, Grade 60, unless Architectural Drawings, provide the following lintels over all openings and Bollusters, Fillers, etc. normal load on an area not to F. Pre -Manufactured Wood 'I' Joist Systems. Y anchors, or other detrimental effects when subject to an ambient temperature noted. recesses in both interior and exterior, non-food bearing walls. exceed 1 SF, not superimposed G. Pro -Manufactured Wood Truss and Wall Panel Systems. change of not less than 120 degrees F. H) Anchor rods shall be ISO 898 5.8 (Hilti HAS -E), unless noted. with those of handrail assem's. H. Pre -Engineering Cold -Formed Steel Truss Systems, 25. Design framing system to maintain clearances at openings, to allow for Provide finish as noted on the Drawings. If not noted, provide A) Brick: Masonry Opening Angle Size 11 • ROOF LIVE/SNOW LOADS: Gravity live loads used in the design of the roof structure I. Cold -Formed Steel Framing Systems. construction tolerances, and to accommodate live and/or snow load deflection hot --dip galvanized finish for interior applications. Provide stainless meet or exceed the following table: Systems. Pre -Engineered Metal Building Pre -En J. gg y. K. Specialty Foundation Systems. of primary building structure as follows: Upward and downward meovemen# of steel finish for exterior applications, unless noted. Up to 5'-O" L. Precast Framing Systems. 4 inch. 5'-l" to 7'-O" A. Snow Load M Precast Hollow Core Plank 2. When column anchor bolts/rods have been omitted or damaged by Over 7'-1" l.7 x 4 x MINIMUM COVER FOR REINFORCEMENT ' construction operations, the Contractor must obtain the written approval MINIMUM COVER, IN WALLS FOR DRY CONDITIONS: #11 BARS & SMALLER 4" #14 & #18 BARS 1 Y" FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, SEWAGE, WEATHER, OR IN CONTACT WITH GROUND 2" FOOTINGS &BASE SLABS AT FORMED SURFACES & BOTTOMS BEARING ON CONCRETE WORK MAT 2„ AT UNFORMED SURFACES & BOTTOMS IN CONTACT WITH EARTH 3„ TOP OF FOOTINGS SAME AS SLABS OVER TOP OF PILES 2" i FORMED CONCRETE SURFACES EXPOSED TO EARTH, WATER, OR WEATHER, AND OVER OR IN CONTACT WITH SEWAGE AND FOR BOTTOMS BEARING ON WORK MAT, OR SLABS SUPPORTING EARTH COVER; #5 BARS & SMALLER 1 Y" #6 THROUGH #18 BARS 2" Ground Snow Load, Pg 20 PSF 26. Design exterior non load-bearing curtain wall framing to accommodate N. Fiat Roof Snow Load, Pf 15.4 PSF horizontal deflection without regard for contribution of sheathing materails. ' construction operations, the Contractor must obtain the written approval All angles are LLV Ion le vertical unless noted otherwise. Provide (long g ) 6,. Snow Exposure Factor, Ce 1.0 10. Resubmitted ShopDrawings: All information on the original submittal will not g g of the SER prior to repair and/or replacement. P p / P g 1 " of bearing per foot of span each end with minimum 8". 8i, Occupancy Category (IBC Table 1604.5 111 P Y 9 rY ( ) be changed in any way an the resubmitted shop drawings. Importance Factor, I 1.1 A) As a precaution, the affected column must be guyed and braced < 12'-0" 8'-0" 10" Thermal Factor, Ct 1.0 after repair for the balance of the erection period. B) Block: For openings up to $'-0" long exposed in ttre finished room, use 11 1 12" 11. When calculations are included in the submittal for components of Work B) As an alternate to guying and bracing, the Contractor may at his lintel block filled with grout. Grout all exposed joints and reinforce as r B. Minimum Roof Live Load 15 PSF designed and certifed by a Specialty Structural Engineer (55E), the review by option, employ a Testing Agency to perform a tensile pull test to follows: C. Overhanging Eaves &Projections 60 PSF the Structural Engineer of Record {SER) shall be for conformance with the confirm the strength of the repaired or replaced anchor bolt/rod. 1) For 6" thick block: 1--#5 bar - r _ rA-.c �. relevant Contract Documents. The SER's review does not relieve the SSE from The tensile proof load must exceed 1.33 x the design load of the 11, � 4 t �_N - 1. Sloped roof snow foods calculated in accordance with Sec. 7.4, responsibility for the design of their system(s) and the coordination with the original anchor without causing distress of the anchor bolt/rod or 2) For 8" thick block: 2-#5 bars ASCE 7. elements of the structure under the certification of the SER, or other SSE's. the surrounding concrete. Refer to the following table for the 3) Far 10" thick block: 7- #6 bars The SER's review does not constitute a warrant of the accuracy or minimum proof loads: 4) For 12" thick block: 2-#6 bars Z 2. Unbalanced roof snow loads calculated in accordance with Sec. completeness of the SSE's design. 0 C0 Ict 7.6, ASCE 7. Specialty Structural Engineers (SSE) must consider 4" diameter: 11.6 kips C) Block: For openings between 8'-1" & 12`-0" long exposed in the unbalanced snow loads in the design of pre --engineered trusses, 12• Contractors shall visit the site prior to bid to ascertain conditions which may !�" diameter: 16.0 kips finished room, use lintel block filled with grout. Grout all exposed joints n0 frames, skylights, curtain walls, cold --formed steel framing, adversely affect the Work or cost thereof. 1" diameter: 20.9 kips and reinforce per the "Long Masonry Lintel Detail" on the Typical Masonry W canopies, etc. 13. No structural member may be cut, notched, or otherwise reduced in strength M �- 0 Detail Drawing. without written direction from the SER. 3. Drift loads calculated in accordance with Section 7.7, ASCE 7. Note: Values listed above ore for ASTM F•-1554, Grade 36 material. When higher grade or strength materials are specified, en strength man D) Block (stack bond openings over 4'-0"): See framing plans for stool U. Z 14. When modifications are proposed to structural elements under the design and refer to the C a far minimum Manual of Steel beam lintels. Where not shown on plan, the criteria in the following 4. Roofs used for roof gardens or assembly purposes hove been certification of a SSE, written authorization by the SSE must be obtained and allowable loads multiplied by 1.33. table shall be used. Contact SER for lintels not shown on plan designed for a minimum live load of 100 PSF. submitted to the SER for review prior to performing the proposed modifications. C) When allowed anchor bops/ rods are part of a fixed moment- which do not meet this criteria. See architectural drawings for opening 0 [g� resisting column base, such as those in moment -resisting space quantities, sizes, locations, heights of wall above, etc. frames, canopies, or fixed base installations, the repaired anchor bolts/rods must be proof --loaded, or the affected column footing and/or pier replaced in its entirety. D) When affected anchor bolts/rods are I Ys" diameter or larger, the affected column footing and/or pier must be replaced in its i entirety. E) When affected anchor bolts/rods are port of a braced frame, the affected column footing and/or pier must be replaced in its entirety. F) Prior to erection, the controlling Contractor must provide written notification to the Steel Erector if there has been a repair, replacement or modification of the anchor bolts/rads for that column, BLOCK It, LINTEL WIDTH OF MAX. ALLOW. HEIGHT OPENING OF CMU ABOVE LINTEL 6,. C8x11.5 W/ CONTiN. PL N x 5 < 8'-0" 30'-O" < 12'-0" 8'-O" 8i, W8x13 W/ CONTIN. PL % x 7 < 8'-0" 30,-0" < 12'-0" 8'-0" 10" W8x13 W/ CONTIN. PL % x 9 11 <8,-O" 25 -0 < 12'-O" W-0" 11 1 12" W8x28 W/ CONTIN. PL 4 x 11 < 8'-0" 40'-0` < 12'-0" 18'-O" ���-e` 0 =r �_ -I r _� .r". _ __ I— - r 11 a 1�1 �. �p��,, , ;x - " - I ,.n _ - . - r _ rA-.c �. s;" ti 11, � 4 t �_N - Z C�' CO O 0 C0 Ict < [P� Q n0 ZW W M �- 0 2 cr U. Z Lo �_ 4 0 [g� :) luul <c :C 5� W_ D :0 D W L) =A W W V J W Z N W Q _r 19� C_ C) r - I_ 0 U) L.l.l ® @M C) M , 3 1. �O w- U. Z' Jam- \ `� _?Q�� :"' IW I' iso '" f`• t7 of ��4 ? t a ; �. -r %yo N y10*d � .'�5�� `1d��°N�ih� Nr,,, tri Z a in w .f sm1 co " 1 I co -) 0 . 3 O ftf w H < w 1,11 _ Q_ 0 cn ABBREVIATION LEGEND ABBR I DEFINITION ABBR DEFINITION ABBR DEFINITION WOOD FRAMING NOTES FILLET 1, Typical beam -to- beam and beam- to column connections shall be bearing type LONG LONGITUDINAL AB ANCHOR BOLT GA GAGE (GAUGE) PAF POWDER -ACTUATED FASTENER ABV ABOVE GALV GALVANIZED PARTN PARTITION ACI AMERICAN CONCRETE INSTITUTE GB GRADE BEAM PC PRECAST CONCRETE ACIP AUGERED CAST IN PLACE PILE GC GENERAL CONTRACTOR PCF POUNDS PER CUBIC FOOT ADDL ADDITIONAL GLULAM GLUE LAMINATED WOOD PCI I PRECAST CONCRETE INSTITUTE ADDM ADDENDUM GRAN GRANULAR PDF POWER -DRIVEN FASTENER ADJ I ADJUSTABLE GWB GYPSUM WALL BOARD PERIM PERIMETER AESS I ARCHITECTURALLY EXPOSED STRUCT, STL. less than 1;1 slope with either circular or parabolic comber equal to 1/500 Drawings shall be designed by the Steel Fabricator in accordance with the AISC "Manual of Steel Construction". Simple span connections shall be designed for PL PLATE AFF I ABOVE FINISHED FLOOR overdriven. Submit all proposed fasteners for approval prior to construction. Installation of all fasteners the GROOVE (FULL PENETRATION ) PLBG PLUMBING AGG AGGREGATE 1-1 HIGH (HEIGHT) PILE POUNDS PER LINEAL FOOT AISC AMERICAN INSTITUTE OF STEEL CONSTR'N. HAS I HEADED ANCHOR STUD PLYWD PLYWOOD AISI AMERICAN IRON & STEEL INSTITUTE HC HOLLOW CORE PNL PANEL ALT I ALTERNATE HD HOLD DOWN PREFAB PREFABRICATED ANCH I ANCHORAGE HK I1OOK PROJ PROJECTION ANSI AMERICAN NATIONAL STANDARDS INSTITUTE HORIZ I HORIZONTAL PSF POUNDS PER SQUARE FOOT APA AMERICAN PLYWOOD ASSOCIATION HP HIGH POINT PSI POUNDS PER SQUARE INCH APPROX APPROXIMATE to be #2 Southern Pine (SYP). PSL I PARALLEL STRAND LUMBER ARCH ARCHITECT(URAL) C} ICC -ES AC14, Appendix B. PPT PRESSURE PRESERVATIVE TREATED ASSY ASSEMBLY IBC INTERNATIONAL (INDIANA) BUILDING CODE PSC PRESTRESSED CONCRETE ASTM AMERICAN SOCIETY FOR TESTING & MATLS. ID INSIDE DIAMETER PT POST TENSIONED AVG AVERAGE IF INSIDE FACE PTD PAINTED AWS AMERICAN WELDING SOCIETY INCR INCREASE PRTN PARTITION INFO I INFORMATION PVMT PAVEMENT two studs fasten in the some way nailing as each stud is added. EJ INDOT I INDIANA DEPARTMENT OF TRANSPORTATION similar to this project in material, design and extent. LINORWISE B/X' BOTTOM OF REFERENCED ITEM INSUL INSULATE (INSULATION) OVERALL otherwise. BB BOND BEAM INT INTERIOR QTR QUARTER BEE BELOW FINISHED FLOOR INV INVERT QTY QUANTITY BLDG BUILDING ISO ISOLATION OUTSIDE FACE VERT BLKG BLOCKING IT INVERTED TEE BEAM OPPOSITE HAND permitted unless otherwise noted or detailed. BLW BELOW Joists shall only be used for conditions of use and must be protected Y dry OPNG R RADIUS BM BEAM "Recommended Practice for Protection of Structural Glued Laminated OPP OSB RB RECTANGULAR BEAM (PRECAST) BOT BOTTOM JBE JOIST BEARING ELEVATION REF REFER TO (REFERENCE) BP BASE PLATE JST JOIST READ REQUIRED BROG BRIDGING JT JOINT REV REVISION (REVISED) BRG BEARING shall puncture bottom of wraps of horizontal members to prevent trapping moisture. RF ROOF BS BOTH SIDES 7. Bolted connections in moment frames, bracing connections, hangers and stub columns, crane connections, and those designated SC (slip -critical) on the RO ROUGH OPENING BTWN I BETWEEN KIP 1,000 POUNDS RTU ROOF TOP UNIT structural glued -laminated timber made from Douglas Fir -Larch or FF FLG I 'Ili FS KO KNOCK OUT RTN RETURN tension -control bolts. Holes for SC bolts shall be Ys" larger than the bolt diameter. The faying KSF KIPS PER SQUARE FOOT RW RETAINING WALL L/C CENTER TO CENTER KSI KIPS PER SQUARE INCH A. Stress Values for Beams, Purlins, Struts: Provide glued laminated FFG CAIS CAISSON mi nimum 5„ embedment, Space anchors at 48' o.c, for load bearing and non -load bearing must be inspected by the Testing Agency, CAPY CAPACITY Detailing Considerations: Follow the manufacturer's detailing and construction ISBCA walls. Reduce spacing to 24` o.c. for all shear wolfs. STRUCTURAL BUILDING COMPONENTS ASSN. CANT CANTILEVER L LONG (LENGTH) SCT STRUCTURAL CLAY TILE CB CONCRETE BEAM Ld TENSION DEVELOPMENT LENGTH SCHED SCHEDULE CC CONCRETE COLUMN LB 'L' BEAM SDI STEEL DECK INSTITUTE CFS COLD -FORMED STEEL LBS POUNDS SE SLAB EDGE CIP CAST IN PLACE I-GSF LIGHT GAUGE STEEL FRAMING SER STRUCTURAL ENGINEER OF RECORD CJ CONTROL JOINT Lt_ LIVE LOAD SECT SECTION CNJ CONSTRUCTION JOINT LLH LONG-LEG HOR170NTAL SHT SHEET CL CENTERLINE LLO I LONG-LEG OUTSTANDING SIM SIMILAR CLR CL RAN EA ( CE) I_LV I LONG-I_FG VERTICAL Sit STEEL JOIST INSTITUTE c-rIQIQr rn'XnrUrmSTRUCTURAL GLUED- I PREFABRICATED WOOD WELD INSPECTION SCHEDULE CMU ION NOTES LAMINATED TIMBER LINTEL I- JOISTS SLOPE WOOD FRAMING NOTES FILLET 1, Typical beam -to- beam and beam- to column connections shall be bearing type LONG LONGITUDINAL SOG SLAB ON GRADE COLL COLLATERAL LP using A325 bolts, unless noted otherwise. 1. SUBMITTALS: Shop Drawings showing full dimensions of each member and layout of entire structural system. Show large scale details of 1. Prefabricated Wood I -Joists shall be designed and furnished in accordance with I. For wood framing not specifically noted or detailed in plan or section, follow the requirements I LAMINATED VENEER I.UMBER 2. Shop connections unless otherwise shown, may be either bolted or welded. All field connections, connectors and other accessories. Indicate species and CONSTRUCTION a current, code --accepted evaluation report issued by a qualified independent evaluation agency. The evaluation report sholl indicate compliance with the LONG WAY of iBC 2006 section 2308 - Conventional Light -Frame Construction. SQUARE CONT connections shall be bolted unless otherwise shown on the Structural Drawings. laminating combination, adhesive type, and other variables in required Work LIGHTWEIGHT CONCRETE following codes and standards: 2006 IBC, ASTM D5055-04, ICC -ES AC14. 2. For wood connections not specifically noted or detailed, follow the requirements of IBC 2006 CONCRETE REINFORCING STEEL INSTITUTE 3. Connections shall be designed by the Steel Fabricator to support the reactions A. Shaw loading, section sizes, assumed design values, stress diagrams 2. I -Joist Quality Control/Assurance: Continuous independent inspection of wood - Table 2304.9.1 or ESR 1539.I - 8, Shop fabricate for connections to greatest extent possible, including cutting to length shown on the framing plan. Connections not detailed on the Structural and calculations, and similar information needed for analysis. - -Joist fabrication is not required. Only mills that qualify under an approved 3. All nails are common nails unless noted otherwise. All nails shall be carefully driven and not REFERENCE NOTE less than 1;1 slope with either circular or parabolic comber equal to 1/500 Drawings shall be designed by the Steel Fabricator in accordance with the AISC "Manual of Steel Construction". Simple span connections shall be designed for B. Where installed products must comply with certain design loadings, MO QA/QC program shall provide I -Joists. The quality assurance program shall meet the following requirements: overdriven. Submit all proposed fasteners for approval prior to construction. Installation of all fasteners the GROOVE (FULL PENETRATION ) 100% "Uniform include structural computations, material properties, and other - - ALL FULL PENE- I shall meet requirements of NDS and ISANTA guidelines, including those in ESR MTL METAL, one-half the load capacity as given in the AISC Load Constants for information needed for structural analysis that a qualified professional ON A) ASTM D5055, Sections 8, 9 and 10. 1539, and section 2303.6 of the IBC. T&G 4. Beams Laterally Supported' tables. Submit calculations for connections riot detailed on the Structural Drawings and engineer responsible for their preparation has signed and sealed. Coordinate B) ICC -ES AC14, Appendix A, "QUALITY ASSURANCE GUIDELINES FOR PRE 4. Refer to the Wall Schedules and/or Framing Plans for size, spacing, and species of wall studs DT DOUBLE TEE not covered by the AISC Tables, including but not limited to: C. with Structural Steel Fabricator for bearing seats, brackets, TD FABRICATED WOOD I -JOISTS", promulgated by the Wood i -Joist DTL and plates. If not shown otherwise, studs and plates are to be #1 or #2 Spruce -Pine -Fir NIC NOT IN CONTRACT A. Column Splices. plates, connections, etc. of glued -laminated work to be supported by, or connected to structural steel members DWG Manufacturer's Association (WIJMA), or ICC -ES approved equivalent such as "APA NO (SPF) with stud spacing 16" o/c maximum. If nor shown otherwise, bearing wall headers are TF TRENCH FOOTING B. Moment Connections. . NOM QA POLICY FOR PERFORMANCE RATED !-JOISTS . THK to be #2 Southern Pine (SYP). C. Bracing Connections including Collectors and Drag Struts. 2, QUALITY ASSURANCE: Comply with AI1C A190.1, "Structural Glued Laminated TOPG C} ICC -ES AC14, Appendix B. NS NEAR SIDE D. Skewed Shear Connections. Timber." EA D) Unannounced audits by a third part auditor of a qualified inspection 5. At the contractor's discretion, studs in non -load bearing interior wall may be premium stud TRANSV TRANSVERSE F. Girder and Truss Splices. F. Truss -to -Column and Truss -to -Truss Connections, A. Engineer Qualifications: A Professional Engineer who is legally NWC I agency shall be performed, per ICC -ES AC14. All quality control reports resulting from such audits must be maintained by the manufacturers and TYP grade at 16" o.c. on all levels. EF EACH FACE G. Truss Web -to -Chord and Web--to--Gusset Connections, authorized to practice in jurisdiction where project is located and experienced in providing engineering services toward the installation made available to the SER upon request, p 6. Fasten double (DBL) studs together with 0.131" x 3" nails at 6" o/c U.N.O. For more than and successful in-service performance of glued -laminated units 3. Design flexure, shear and bearing shall be determined through ASTM D5055-04 1. A Specialty Structural Engineer (SSE) is defined as a Professional Engineer licensed in the State of Indiana, not the Structure Engineer of Record (SER), who performs Structural Engineering functions necessary for the structure io be completed and who has shown experience and/or training in the specific specialty, P / 9 P4. 2. It is the SSE's responsibility to review the Construction Drawings and Specifications to determine the appropriate scope of engineering. 3, It is the intent of the Drawings and Specifications to provide sufficient information for the SSE to perform his design and analysis. If the SSE determines there are details, features, or unanticipated project limits which conflict with the engineering requirements as described in the project documents, the SSE shall in a timely manner, contact the SER for resolution of conflicts. 4• The SSE shall forward documents to the SER for review. Such documents shall bear the stamp of the SSE and include: A Drawings introducin engineering input, such as defining the configuration ) or structural capacity 9 struc9uraP components and/or their assembly irlt4 structural systems. B) Calculations. C) Computer printouts which are an acceptable substitute for manual calculations provided they are accompanied by sufficient design assumptions and identified input and output information to permit their P P P proper evaluation. Such information shall bear the stamp of the SSE as an indication that said SSE has accepted responsibility for the results. Contractors are referred to the specific technical specification sections and the structural drawin s for those elements requiring Specialty Structural Engineering. Examples of components requiring Specialty Structural Engineering include, but ore not Limited to the following: A. Structural Steel Connections. B. Steel Stairs. two studs fasten in the some way nailing as each stud is added. EJ 4. All beam -to -beam connections shall be double angle, unless shown or noted similar to this project in material, design and extent. LINORWISE procedures, and as listed in the evaluation report. EL ELEVATION OA OVERALL otherwise. B. Installer: Firm that fogs demonstrated competence specializing in 4. Joists shall be designed in accordance with NDS 2005, Chapter 7 and the 7. See the header schedule for all header sizes and materials. All headers in non-bearing 5. All beam -to -column connections shall be at the column centerline, unless installing glued -laminated timber for at least 5 years. OD appropriate evaluation report, interior walls are to be (2)2x4 #2 SPF far openings up to 4'-0" & (2)2x6 #2 SPF for ENG ENGINEER shown or noted otherwise. Shear tab connections to tube columns are OUTSIDE FACE VERT VERTICAL EQ openings over 4'-0". All headers in non -load bearing walls to have (1) jack stud at each OH OPPOSITE HAND permitted unless otherwise noted or detailed. 3, DELIVERY, STORAGE, AND HANDLING: Comply with provisions in AITC 111, 5. Joists shall only be used for conditions of use and must be protected Y dry OPNG end. EQUIV ES "Recommended Practice for Protection of Structural Glued Laminated OPP OSB from weather ex exposure during construction. W W/ WIDE (WIDTH) WITH EW 6. typical bearing -type beam -to -beam, and beam -to -column field -bolted Timber during Transit, Storage, and Erection." Individually wrap members 6, Lateral and rotational supports shall be provided at all bearing locations per 8, Refer to the Shear Wall Schedule for sheathing, nailing, strap ties, hold downs, etc. required for � connections may be tightened to the snug -tight condition, unless otherwise using plastic -coated paper covering with water-resistant seams. Installer EXT NDS 2005, Section 7.3.5. Lateral and rotational support may be provided may wood --panel sheathed and gypsum wallboard sheathed shear walls, WPS _ WELD PROCEDURE SPECIFLCATION shown or noted. shall puncture bottom of wraps of horizontal members to prevent trapping moisture. be provided by joist hangers complying with ICC AC13, Section 3.3. 9. Use double top plates on all walls including non -load bearing walls with all splices, carriers & FABR - 7. Bolted connections in moment frames, bracing connections, hangers and stub columns, crane connections, and those designated SC (slip -critical) on the 4. Species and Grades for Structural Glued -Laminated Timber: Provide 7. Bridging shall be provided in accordance with manufacturer's requirements and FDN FIN intersections lapped. Drawings shall be slip -critical connections utilizing load -indicated washers, or structural glued -laminated timber made from Douglas Fir -Larch or FF FLG I 'Ili FS the product's evaluation report. Additional bridging m❑ be required to provide P P g 9 Y q P lateral support for the bottom chord when it is in compression (i.e. wind uplift, 10. Unless otherwise noted on Ian or detail, anchor wall plates to foundations and/or supporting P P / PP g tension -control bolts. Holes for SC bolts shall be Ys" larger than the bolt diameter. The faying Southern Pine that complies with stress classifications indicated. FOOT (FEEL) large cantilevers, etc.). --- structure using Simpson Strong Tie Titen HD Heavy Duty Screw Anchors, %" diameter with surfaces of SC connections must be free of any paint or foreign material in accordance with AISC specifications. All SC connections A. Stress Values for Beams, Purlins, Struts: Provide glued laminated FFG FOOTING mi nimum 5„ embedment, Space anchors at 48' o.c, for load bearing and non -load bearing must be inspected by the Testing Agency, members, sized as shown on drawings, with laminating combina- 8• Detailing Considerations: Follow the manufacturer's detailing and construction walls. Reduce spacing to 24` o.c. for all shear wolfs. W--- tions that meet exceed the following stress values for normal requirements. Connection details shall be designed to minimize the potential F. Glue -Laminated Wood Arches, Trusses & Framing Systems, G. Skylights and Structural Glazing Systems. FV 8. Connect bracing members for two components of stress unless otherwise a loading duration and dry condition of use; for splitting of wood members and I -Joists. In the event of splitting, a repair P 9 P 9. P 11. Coordinate final floor and roof framing including joist or truss layout & truss member g g j � y 11, Fall Restraint Systems. approved by the SER. Provide a minimum 2 -bolt or welded field connection. 1. Bending (Fb), 2400 procedure shall be submitted to the SER for review. configuration with Mechanical, Electrical, & Plumbing drawings (MEP). Obtain additional MEP 9. Locate centerlines of all vertical bracing members on column centerlines in psi. 2. Horizontal Shear (Fv), 175 psi. 9. Prefabricated Wood I -Joists shall be designed by the I -Joist Manufacturer to information as needed for complete coordination, Keep all mechanical chases free of framing, Do not locate joists or trusses le parallel plumbing walls. vertical plane and on column and beam centerlines in horizontal plane, unless 3. Compression Perpendicular to Grain (Fc -tension face), 650 psi. support the following loads: otherwise shown on the Structural Drawings, 4, Compression Perpendicular to Grain (Fc-compr'n. face), 650 psi. A} Roof Joists: 12. Always bear floor and roof joists or trusses on available interior and exterior bearing walls. Do 10. All welding shall be in conformance with AWS D1.1, usingE70XX electrodes, 5. Modulus of Elasticity (E) 1,800000 psi. Top Chord Loading: g not cleor span framing disregarding an available bearing wall where such a bearing wall is unless shown or noted otherwise. Welding, both shop and field, shall be 6, Tension Parallel to Grain (Ft -axially loaded}, 1500 psi. Live (Snow) Load: 20 psf + Drift Loads identified. performed by welders certified for the weld types and positions involved according to the current edition of AWS D1.1. Perform AESS 7. Compression Parallel to Groin (Fc -axially -loaded), 1700 psi. Dead Load: 12 psf 4- Add'nl. 5 psf at overbuild areas P P 13. Where floor trusses are used, use a minimum of (2)4x2 vertical members in floor trusses at all welds with care to provide a clean, uniform appearance. B. Stress Values for Axially Loaded Members (Columns, Arches, and Bottom Chord Loading: all bearings unless noted otherwise. One of these verticals may be under a ribbon board at Truss Members): Provide glued laminated members, with minimum the end of the truss where ribbon boards are allowed. Do not allow for, nor use ribbon 11. Backup bars required for welded connections shall be continuous. sizes as shown on Drawings with, laminating combinations that meet Dead Load, 8 psf boards at the ends of trusses where solid, continuous full -height blocking or continuous wood 12, Hoses in steel shall be drilled or punched. All slotted hales shall be provided or exceed the stress values for normal loading duration and dry condition of use: Wind Loading: Per the 2008 Indiana Building Code. Refer to sheathed knee walls are indicated to be used. Where ribbon boards are used with floor trusses they ore to be 2x6 minimum. with smooth edges. Burning of holes in structural steel shall not be allowed the Design Criteria Notes for wind design info. without approval of the SER. 1. Tension Parallel to Grain (Ft), 1450 psi, for tension members. B) Floor Trusses: 14. Design roof joists or trusses to support the weight of snow drifting where it applies as well as 13. s The minimum thickness of all connection material shall be /S, unless noted. 2. Compression Parallel to Grain (Fc), 2300 psi, for columns or Top Chord Loading: roof top mechanical units, exhaust fans, access hatches, etc. Confirm weights & locations 14. Continuous bent plate and angle slab closures, roof edges, diaphragm chords, compression members. Live Load: 40 psf (100 psf at corridor & lobby areas) before final design. Show the loads for these units/fixtures on the sealed drawings. The etc. around the perimeter of the floor and roof, as well as around openings 3. Modulus of Elasticity (E), 1,800,000 psi, for columns or Dead Load: 20 psf (includes collateral & partition allow.) Contractor shall ensure the units ore installed at their design locations. shall be welded with a minimum Y" fillet weld x 3" long at 12" o,c., top & bottom, unless noted otherwise. Butt weld joints in continuous diaphragm compression members. C. Appearance Grade: Architectural appearance grade, complying with Bottom Chord Loading: 15. Where, framing supported by a joist or truss can cause uplift on that joist or truss (such as chords for continuity. For continuous perimeter angles and bent plates AITC 110' Dead Load: 10 psf at cantilevered balcony framing) the designer shall run a load case that maximizes the uplift perpendicular -to and connected to the top chords of joists, provide a minimum D. Preservative Treatment (Only available with Southern Pine): Where Joists shall meet the following deflection criteria, unless otherwise noted, load in combination with no live loads on the joist or truss supporting the uplift. 3" of Y," weld at each joist. Continuous angle and bent plate closures may be shop -applied to the supporting structural preservative treated gluloms are indicated, pressure treat lumber before Maximum live load deflection shall not exceed. 16. All exposed framing to be pressure preservati. ve treated wood (PPT), reference specs. All PPT members only when requested and approved in writing by the SER. gluing according to AWPA C28 for waterborne preservatives. After dressing and end -cutting each member to final size and shape, apply A) Roofs with suspended ceilings: L/360 wood to be kiln dried after treatment (KDAT)Hardware used with PPT wood to be HOG or 15. Where steel beams are called to have wood nailers supporting wood floor or a field -treatment preservative to comply with AWPA M4 to surfaces cut to a depth of more than 1/16 inch. Use preservative solution without B) Floors: L/480 S.S. roof framing, provide Y" diameter carriage bolts spaced at 24 o.c. and water repellents for other substances that might interfere with application 10. Web panels must be 'oined with a machined and glued v form P J g e joint to fo a 17. All hardware to be Simpson Strong Tie or approved equal. Where hardware is not specifically P 9 P y each side of the beam web, unless noted otherwise. Carriage bolts of indicated finishes. continuous member, All joints shalt be glued using an exterior type adhesive xt designated, submit proposed hardware for approval. Where more than one type of fastener or may may be over -tightened to compress the rounded head in the nailer to facilitate per ASTM 02559. fastener pattern is allowed by the hardware manufacturer, hardware fasteners are to be of the installation of continuous bond/rim joists, rafters, trusses, etc. 5. Adhesive: Wet -use type complying with AS1M D 2559 that contains no 11. Wood i -Joists shall be erected in accordance with the manufacturers type, size, and quantity to maximize the load capacity of the hardware in the specific application shown on these plans U.N.O. 16. A qualified i ndependent Testing Agency shall be retained to perform inspection urea - formaldehyde resins. requirements. The Contractor shall provide all temporary and permanent and testing of structural steel field weldments as follows:6. Use manufacturer's standard, transparent, colorless wood sealer that is bracing as required for safe erection and performance of the joists. 18. Reference the Architectural Plans for layout of all walls, openings, wail types, etc. Verify all effective in retarding the transmission of moisture at cross -grain cuts 12. Wood I -Joists shall be not be cut, notched coped drilled nor otherwise altered dimensions prior to design of wall panels &immediately notify the Architect and Engineer of WELD INSPECTION SCHEDULE CMU CONCRETE MASONRY UNIT LNTL LINTEL SL SLOPE COMMENTS FILLET COL COLUMN LONG LONGITUDINAL SOG SLAB ON GRADE COLL COLLATERAL LP LOW POINT SPA SPACE (S)(D)(ING) CONIC I CONCRETE LVL. I LAMINATED VENEER I.UMBER SPECS SPECIFICATIONS CONSTR CONSTRUCTION LW LONG WAY SQ SQUARE CONT CONTINUOUS LWC LIGHTWEIGHT CONCRETE SS STAINLESS STEEL CRSI CONCRETE REINFORCING STEEL INSTITUTE B. Hot -dip galvanize steel assemblies and fasteners exposed to the exterior shall provide supplemental lateral bracing of the top flange until sheathing is SSE 25� WELD INSPECTION SCHEDULE WELD TYPE VT MT UT PT RT COMMENTS FILLET 25% - or I --joists) at the bearing of all girders and beams, the floor and/or roof designer shall MATL 7. Connectors, Anchors, and Accessories: Fabricate from structural -steel shapes, ROOT PASS AND (SINGLE PASS) CW late and nd bars complying w#th ASTM A 36' round steel bar c s complying in with Pth PY 9 attention of h F' the Dist supplier. Field repair rmodification o of 'Diets m st not J PP PJ u - - FINISHED WELD FILLET columns/studs to support all such loads from the girder's and beam's bearings down to the MC A 1011 Structural Steel, Type SS, Grade 33, correct length. supporting foundation or podiurn framing. The Contractor shall ensure the presence of such (MULTIPLE PASS) 50% 25% - - - columns studs for support of girders and beams. As a minimum, the number of studs shown FLARE BEVEL/ MEZZANINE panels and anchorage indicated (and the supplier's requirements). The Erector on these plans shall be used with a minimum of (2) 2x6 or (3) 2x4 studs. DBA B. Hot -dip galvanize steel assemblies and fasteners exposed to the exterior shall provide supplemental lateral bracing of the top flange until sheathing is FLARE V 25� - - - - 8, Shop fabricate for connections to greatest extent possible, including cutting to length GROOVE (PARTIAL PENETRATION) 100 - 100% - MISCELLANEOUS REFERENCE NOTE less than 1;1 slope with either circular or parabolic comber equal to 1/500 DIAG 21 Where decks or bnlcon'es d f d 'f th • 'I' � I' MO MASONRY OPENING E' BELOW GROOVE (FULL PENETRATION ) 100% MOM 100% - - ALL FULL PENE- I DEAD LOAD MTL METAL, T&B TQP AND BOTTOM ON RATION WELDS are w and is compatible with indicated finish. Penetrating Sealer shall be ' in any way unless specifically conducted in accordance with the manufacturer's any drscrepancres. r !'u manufacturer's standard, transparent, penetrating wood sealer that is compatible with indicated finish. written requirements. Do not cut flanges. 19. Where a Specialty Structural Engineer (SSE) designs floor and/or roof framing (such as trusses A) Test procedures: VT =Visual Test (inspection) MT = Magnetic Particle Test: ASTM E'109, cracks or incomplete fusion or penetration not acceptable, UT = Ultrasonic Test: ASTM E164. PT = Penetrant Test, ASTM E165. RT =Radiographic test, AS1M E94 and ASTM E142, min, quality level 2-21, B) Acceptance standards in AWS D1.1 shall be followed for each test procedure. C) Test procedures may be substituted to meet feasibility requirements of test based upon weld geometry or other factors with the approval of the SER, D) Samples shall occur at random locations; additional tests may be required Y q at locations noted on the Drawings. E) Groove welds include square, bevel, V, U, and J grooves including single and double pass types. F Partial enc r � rto ) penetration anon squa e groove welds at end seal plates of tubular members do not require inspection. G) Weld Procedure Specifications (WPS) shall be produced and maintained in accordance with AWS D1.1. The independent Testing Agency shall have access to all WPS's during the course of testing and inspection. H) For highly -restrained welded joints, especially in thick plates and/or heavy structural shapes, a s detail the welds e ds sot t p ro shrinkage occurs as much as possible in the direction the steel was rolled. Refer to the AISC Manual for preferred welded -joint arrangements that reduce the possibility for lomellar tearing. Members scheduled to receive highly -restrained connections shall be tested by the independent Testing Agency by Ultrasonic Testing prior to commencing welding, SPECIALTY STRUCTURAL1, ENGINEERING (SSE) of span. 16. The Manufacturers standard web knock -outs must be removed prior to i oo rame , e , or rng if, res on Its connection to the wood erection, balcony beams or rim joists for stability and load resistance then the railing designer shall 9, Immediately after end -cutting each member to final length, apply o saturation check torsion and other effects on the edge beams or joists and their connections. T �r T coat of end sealer to ends and other cross- cut surfaces, keeping surfaces STEEL STAIRS �7 � flood -coated for not less than 10 minutes. ►JTRUC i U.L�.tiL YV �IJD PANEL/ AIRS STRUCTURAL 10. After fabricating, sanding, and end -coat sealing, apply o heavy saturation coat 1 • Refer to the Design Criteria notes for live load and handrail requirements. SHEATHING T of penetrating sealer on surfaces of each unit. +JHEATHG NOTES 11. Erect structural glued -laminated timber true and plumb, with uniform, close- 2. All stair designs shall be provided by the Stair Monufacturer/Fabricator's SSE fitting joints. Provide temporary bracing to maintain lines and levels until and shall be stamped by a Professional Engineer registered in the State of 1, All plywood and Oriented Strand Board OSB construction shall be in accordance with the permanent supporting members are in place, Lift with padded slings and Indiana. Stair designs shall be in accordance with all applicable code (OSB) provisions of the IBC. Amarican Plywood Association (APA) Specifications and DOC PST or PS2. protect corners with wood blocking. Fit structural glued -laminated timber by P cutting and restoring exposed surfaces to match specified surfacing. 3. The Stair Manufacturer/Fabricator's SSE shall provide the SER with drawings showing location, direction and itd2• All roof sheathing for roots with slopes greater than or equal to 3 in 12_ shall be %", magnues of all stair food reactions on the A. Predrill for fasteners using connection plates as templates. APA-roted exterior sheathing. Suitable edge support shall be provided by use of panel B. Dress exposed surfaces to remove planing or surfacing marks and to building structure for approval, prior to fabrication. clips or blocking between framing, unless otherwise noted. Fasten roof sheathing with 8d provide a finish equivalent 4. that produced The air Pp odta.ed by machine sanding with St Manufacturer/Fabricator shatl coordinate the transition between the common (0.131" x 2Y") nails spaced 6 o,c. at supported edges and 12 o.c. at No. 200 grit sandpaper. supported structural floor slab and the stair structure with the Structural Steel intermediate supports. For roofs with slopes less than 3 in 12, the roof sheathing shall p. Y/4" nominal -%2" actual, APA --rated sheathing. Fasten Y4" nominal sheathing with 10d C. Coat crosscuts with end sealer. Fabricatorrior, to fabricationbe 5. Refer to the Architectural Drawings for stair width, rise, run, tread and riser common (0.148" x 3") nails spaced 6" o.c. at supported edges and 12" o.c. at g 12. Avoid extra cutting after fabrication. Where field fitting is unavoidable, geometry, handrail and guardrail design, shoft wall construction, etc, intermediate supports. comply with requirements for shop fabrication. Repair damaged surfaces after completing erection. Replace damaged a e structural I glued -laminated timber P be if 9 P g 9 3. All floor sheathing/subfloor shall be Y/" nominal -2%2" actual, APA -rated Sturd-I-Floor repairs are not approved by Architect. +�`� with tongue -and -groove edges, unless otherwise noted. Fasten floor sheathin subfloor 13. Do not remove wrappings on individual) wrapped members until the no STRUCTURAL STEEL EEL NOTES g/ PP g Y PP Y with 10d common (0.148" x 3") nails spaced 6" o.c, at supported edges and 12" o.c. at longer serve a useful purpose including protection from weather, sunlight, intermediate supports. Field -glue using adhesives meeting APA Specification AFG-01, sailing, and damage from work of other trades. Slit bottom of wrap P on 1. Structural steel construction shall conform to the American Institute of Steel applied in accordance with the manufacturer's recommendations. horizontal (level) members after erection to prevent trapping of rainwater and Construction "Specification for Structural Steel Buildings, Allowable Stress Design condensation. and Plastic Design" T 4. The use of heavily loaded drywall carts or similar conveyances to transport building STEEL DECKNOTES 2. All structural wide flange members shall be ASTM A992, Fy=50 ksi. materials and/or debris can exceed the APA PS2 concentrated load test standard 3. All plates, channels, bars, angles, and rods shall be ASTM A36, unless noted. capacity. In areas subject to construction cart traffic (for eg. corridors, elevator lobbies, etc.), the Contractor shall place a temporary layer of dry wood structural panel to help All steel deck material, fabrication and installation shall conform to the Steel 4. All structural tube members shall be ASTM A500, Fy=46 ksi unless noted. avoid failures of the floor panels. Refer to APA Technical Note TT -024, February 2008. Deck institute "SDI SPECIFICATIONS AND COMMENTARY" and "CODE OF 5. All structural pipe members shall be ASTM A53, Grade B, Fy=35 ksi unless RECOMMENDED STANDARD PRACTICE", current edition, unless noted otherwise. noted. 5. All structural wood panel wall sheathing sholl be 1'6", APA --rated PS2 sheathing unless 13. Wood I -Joists shall be stored in bundles in an upright position and away from or I --joists) at the bearing of all girders and beams, the floor and/or roof designer shall MATL 7. Connectors, Anchors, and Accessories: Fabricate from structural -steel shapes, ground contact. Any damages to joists shall be brought to the immediate provide the Wall Panel Designer the loods/reactions and locations of all girder and beams. The CW late and nd bars complying w#th ASTM A 36' round steel bar c s complying in with Pth PY 9 attention of h F' the Dist supplier. Field repair rmodification o of 'Diets m st not J PP PJ u W Panel all Pae Designer shall i hal specify and 9 p y the Wall Panel Manufacturer shall install sufficient STL ASTM A 575, Grade M 1020; and hot -rolled steel sheet complying with ASTM be made without the written approval of the supplier, except for trimming to columns/studs to support all such loads from the girder's and beam's bearings down to the MC A 1011 Structural Steel, Type SS, Grade 33, correct length. supporting foundation or podiurn framing. The Contractor shall ensure the presence of such A. Finish interior or protected steel assemblies and fasteners with rust- 14. Wood I -Joists shall be carefully handled to prevent damage and distortion.Similarly, columns/studs, - Similar here w walls are field framed, the Framing Contractor shall install the STRUCT inhibitive primer, 2 -mil dry film thickness. Each joist shall be anchored and braced, as it is erected, using blocking columns studs for support of girders and beams. As a minimum, the number of studs shown MEZZ MEZZANINE panels and anchorage indicated (and the supplier's requirements). The Erector on these plans shall be used with a minimum of (2) 2x6 or (3) 2x4 studs. DBA B. Hot -dip galvanize steel assemblies and fasteners exposed to the exterior shall provide supplemental lateral bracing of the top flange until sheathing is MANUFACTURER SW environment after fabrication to comply with ASTM A 123 or ASTM A 153. properly nailed. 20. At bearing walls, blocking must be added in the floor system to create continuity of all shear MIN 8, Shop fabricate for connections to greatest extent possible, including cutting to length 15. All Wood i -Joists shall be positioned with the natural comber turned up. wall chord studs, posts and coiurrrns, jack/king studs at headers, etc. Such blocking shall be part of the sheathed shear blocking panels, or knee walls where they are used, DIA and drilling bolt holes. Fabricate horizontal and inclined members of Fabricate two -span joists without comber, unless noted otherwise. MISCELLANEOUS less than 1;1 slope with either circular or parabolic comber equal to 1/500 DIAG 21 Where decks or bnlcon'es d f d 'f th • 'I' � I' O" 8" CTR CENTER 1. q- a I r !'u STD SPECIALTY STRUCTURAL ENGINEER STANDARD ei � � h , A) Test procedures: VT =Visual Test (inspection) MT = Magnetic Particle Test: ASTM E'109, cracks or incomplete fusion or penetration not acceptable, UT = Ultrasonic Test: ASTM E164. PT = Penetrant Test, ASTM E165. RT =Radiographic test, AS1M E94 and ASTM E142, min, quality level 2-21, B) Acceptance standards in AWS D1.1 shall be followed for each test procedure. C) Test procedures may be substituted to meet feasibility requirements of test based upon weld geometry or other factors with the approval of the SER, D) Samples shall occur at random locations; additional tests may be required Y q at locations noted on the Drawings. E) Groove welds include square, bevel, V, U, and J grooves including single and double pass types. F Partial enc r � rto ) penetration anon squa e groove welds at end seal plates of tubular members do not require inspection. G) Weld Procedure Specifications (WPS) shall be produced and maintained in accordance with AWS D1.1. The independent Testing Agency shall have access to all WPS's during the course of testing and inspection. H) For highly -restrained welded joints, especially in thick plates and/or heavy structural shapes, a s detail the welds e ds sot t p ro shrinkage occurs as much as possible in the direction the steel was rolled. Refer to the AISC Manual for preferred welded -joint arrangements that reduce the possibility for lomellar tearing. Members scheduled to receive highly -restrained connections shall be tested by the independent Testing Agency by Ultrasonic Testing prior to commencing welding, SPECIALTY STRUCTURAL1, ENGINEERING (SSE) of span. 16. The Manufacturers standard web knock -outs must be removed prior to i oo rame , e , or rng if, res on Its connection to the wood erection, balcony beams or rim joists for stability and load resistance then the railing designer shall 9, Immediately after end -cutting each member to final length, apply o saturation check torsion and other effects on the edge beams or joists and their connections. T �r T coat of end sealer to ends and other cross- cut surfaces, keeping surfaces STEEL STAIRS �7 � flood -coated for not less than 10 minutes. ►JTRUC i U.L�.tiL YV �IJD PANEL/ AIRS STRUCTURAL 10. After fabricating, sanding, and end -coat sealing, apply o heavy saturation coat 1 • Refer to the Design Criteria notes for live load and handrail requirements. SHEATHING T of penetrating sealer on surfaces of each unit. +JHEATHG NOTES 11. Erect structural glued -laminated timber true and plumb, with uniform, close- 2. All stair designs shall be provided by the Stair Monufacturer/Fabricator's SSE fitting joints. Provide temporary bracing to maintain lines and levels until and shall be stamped by a Professional Engineer registered in the State of 1, All plywood and Oriented Strand Board OSB construction shall be in accordance with the permanent supporting members are in place, Lift with padded slings and Indiana. Stair designs shall be in accordance with all applicable code (OSB) provisions of the IBC. Amarican Plywood Association (APA) Specifications and DOC PST or PS2. protect corners with wood blocking. Fit structural glued -laminated timber by P cutting and restoring exposed surfaces to match specified surfacing. 3. The Stair Manufacturer/Fabricator's SSE shall provide the SER with drawings showing location, direction and itd2• All roof sheathing for roots with slopes greater than or equal to 3 in 12_ shall be %", magnues of all stair food reactions on the A. Predrill for fasteners using connection plates as templates. APA-roted exterior sheathing. Suitable edge support shall be provided by use of panel B. Dress exposed surfaces to remove planing or surfacing marks and to building structure for approval, prior to fabrication. clips or blocking between framing, unless otherwise noted. Fasten roof sheathing with 8d provide a finish equivalent 4. that produced The air Pp odta.ed by machine sanding with St Manufacturer/Fabricator shatl coordinate the transition between the common (0.131" x 2Y") nails spaced 6 o,c. at supported edges and 12 o.c. at No. 200 grit sandpaper. supported structural floor slab and the stair structure with the Structural Steel intermediate supports. For roofs with slopes less than 3 in 12, the roof sheathing shall p. Y/4" nominal -%2" actual, APA --rated sheathing. Fasten Y4" nominal sheathing with 10d C. Coat crosscuts with end sealer. Fabricatorrior, to fabricationbe 5. Refer to the Architectural Drawings for stair width, rise, run, tread and riser common (0.148" x 3") nails spaced 6" o.c. at supported edges and 12" o.c. at g 12. Avoid extra cutting after fabrication. Where field fitting is unavoidable, geometry, handrail and guardrail design, shoft wall construction, etc, intermediate supports. comply with requirements for shop fabrication. Repair damaged surfaces after completing erection. Replace damaged a e structural I glued -laminated timber P be if 9 P g 9 3. All floor sheathing/subfloor shall be Y/" nominal -2%2" actual, APA -rated Sturd-I-Floor repairs are not approved by Architect. +�`� with tongue -and -groove edges, unless otherwise noted. Fasten floor sheathin subfloor 13. Do not remove wrappings on individual) wrapped members until the no STRUCTURAL STEEL EEL NOTES g/ PP g Y PP Y with 10d common (0.148" x 3") nails spaced 6" o.c, at supported edges and 12" o.c. at longer serve a useful purpose including protection from weather, sunlight, intermediate supports. Field -glue using adhesives meeting APA Specification AFG-01, sailing, and damage from work of other trades. Slit bottom of wrap P on 1. Structural steel construction shall conform to the American Institute of Steel applied in accordance with the manufacturer's recommendations. horizontal (level) members after erection to prevent trapping of rainwater and Construction "Specification for Structural Steel Buildings, Allowable Stress Design condensation. and Plastic Design" T 4. The use of heavily loaded drywall carts or similar conveyances to transport building STEEL DECKNOTES 2. All structural wide flange members shall be ASTM A992, Fy=50 ksi. materials and/or debris can exceed the APA PS2 concentrated load test standard 3. All plates, channels, bars, angles, and rods shall be ASTM A36, unless noted. capacity. In areas subject to construction cart traffic (for eg. corridors, elevator lobbies, etc.), the Contractor shall place a temporary layer of dry wood structural panel to help All steel deck material, fabrication and installation shall conform to the Steel 4. All structural tube members shall be ASTM A500, Fy=46 ksi unless noted. avoid failures of the floor panels. Refer to APA Technical Note TT -024, February 2008. Deck institute "SDI SPECIFICATIONS AND COMMENTARY" and "CODE OF 5. All structural pipe members shall be ASTM A53, Grade B, Fy=35 ksi unless RECOMMENDED STANDARD PRACTICE", current edition, unless noted otherwise. noted. 5. All structural wood panel wall sheathing sholl be 1'6", APA --rated PS2 sheathing unless CTRD CENTERED MATL MATERIAL STIFF STIFFENER CW CONCRETE WALL MAX MAXIMUM STL STEEL MC MOMENT CONNECTION STR STRENGTH MECH MECHANICAL STRUCT STRUCTURAL. D DEEPDEPTH ( ) MEZZ MEZZANINE SW SHORT WAY DBA DEFORMED BAR ANCHOR MFR MANUFACTURER SW SHEAR WALL (OCCASSIONAt) DEG DEGREE MIN MINIMUM SYMM SYMMETRICAL_ DIA DIAMETER MISE MISCELLANEOUS DIAG DIAGONAL MO MASONRY OPENING DIM DIMENSION MOM MOMENT T/'X' TOP OF REFERENCED ITEM DIL DEAD LOAD MTL METAL, T&B TQP AND BOTTOM ON DOWN T&G TONGUE &GROOVE DP DRILLED PIER TB TIE BEAM DT DOUBLE TEE NDS , NATIONAL DESIGN SPEC N. FOR WOOD TD TRENCH DRAIN DTL DETAIL NIC NOT IN CONTRACT TEMP TEMPERATURE DWG DRAWING NO NUMBER TF TRENCH FOOTING DAT DOWEL NOM NOMINAL THK THICK{NESS) NRC NOISE REDUCTION COEFFICIENT TOPG TOPPING NS NEAR SIDE TPI TRUSS PLATE INSTITUTE EA EACH NTS NOT TO SCALE TRANSV TRANSVERSE ECC ECCENTRIC NWC I NORMAL WEIGHT CONCRETE TYP TYPICAL_ EF EACH FACE EFS EXTERIOR INSULATION & FINISH SYSTEM 1. A Specialty Structural Engineer (SSE) is defined as a Professional Engineer licensed in the State of Indiana, not the Structure Engineer of Record (SER), who performs Structural Engineering functions necessary for the structure io be completed and who has shown experience and/or training in the specific specialty, P / 9 P4. 2. It is the SSE's responsibility to review the Construction Drawings and Specifications to determine the appropriate scope of engineering. 3, It is the intent of the Drawings and Specifications to provide sufficient information for the SSE to perform his design and analysis. If the SSE determines there are details, features, or unanticipated project limits which conflict with the engineering requirements as described in the project documents, the SSE shall in a timely manner, contact the SER for resolution of conflicts. 4• The SSE shall forward documents to the SER for review. Such documents shall bear the stamp of the SSE and include: A Drawings introducin engineering input, such as defining the configuration ) or structural capacity 9 struc9uraP components and/or their assembly irlt4 structural systems. B) Calculations. C) Computer printouts which are an acceptable substitute for manual calculations provided they are accompanied by sufficient design assumptions and identified input and output information to permit their P P P proper evaluation. Such information shall bear the stamp of the SSE as an indication that said SSE has accepted responsibility for the results. Contractors are referred to the specific technical specification sections and the structural drawin s for those elements requiring Specialty Structural Engineering. Examples of components requiring Specialty Structural Engineering include, but ore not Limited to the following: A. Structural Steel Connections. B. Steel Stairs. otherwise noted. Fasten wall sheathing with 8d common (0.131" x 2Y") nails spaced 6" 2. Provide members for deck support at all deck span changes. Provide L300/16 6• Details for design, fabrication and erection of all structural steel shall be in o.c. at supported edges and 12" o.c. at intermediate supports, unless otherwise noted in deck support at all columns where required. accordance with the latest AISC Standards, unless otherwise noted or specified. the Shear Wall Schedule. 3, All deck shall be provided in a minimum of 3-s an lengths where possible. 7, Provide temporary erection guying and bracing as required. s " P P 9 P 6. All gypsum wall board wall sheathing to be , unless otherwise shown or noted on the Architectural Drawings. Fosters sheathing All welding of steel deck shall be in conformance with AWS Specification D1.3. 8. Unless otherwise shown or noted on the Drawings, provide 8" minimum bearing g • g with 8d cooler nails or 0.120" wallboard nails x Provide welding washers for all floor decks less than 22 gauge in thickness. each end for all loose lintels and beams. 2 %" long spaced 7" o.c. at supported edges and 12" o.c, of intermediate supports, 5. Mechanical fasteners may be used in Lieu of welding, providing fasteners meet, 9. For loose lintels, masonry shelf angles and other such items generally not unless otherwise noted in the Shear Wall Schedule. or exceed the strength of the specified welds. Submit fastener design data to shown on the Structural Drawings, refer to the Architectural Drawings. See the SER for review. general notes on lintels this sheet for sizes, reinforcing, etc. 7. Provide 2x blocking with specified edge nailing of unsupported panel edges as follows: „ 6, Substitution of fiber secondary reinforcement for welded wire fabric on 10. Steel columns below grade shall be encased in a minimum of 4 concrete or A) Roofs and Floors - Not required unless indicated on the plans, notes, or supported slabs is prohibited. painted with 2 coats of asphaltum paint, unless otherwise shown. details. 7. Do not suspend any items, such as ductwork, mechanical and electrical 11. Fabricate simple span beams not specifically noted to receive camber so that B) Walls - Required at all wood panel joints, unless noted otherwise. fixtures, ceilings, etc. from steel deck. after erection, any minor comber due to rolling or shop assembly be upward. 8. Roof deck sidelops shall be attached at ends of cantilevers and at a maximum 12. Refer to the Division 5 Structural Steel Specification of the Project Manual for 8. Unless otherwise noted or shown, install floor and roof sheathing with the long dimension spacing of 12" o.c. from cantilevered deck ends. The roof deck must be structural steel surface preparations and prime painting requirements, of the panel across supports and with panel continuous over two or more spans. completely fastened to the supports and at sidelops before any loads is applied Stagger panel end joints. Allow Y" spacing at panel ends and edges unless otherwise 13. The Erector shall shim between parallel roof beams and joists with differential recommended by the sheathing manufacturer. to the cantilever. mill and induced cambers for level deck bearing. 9. Submit shopdrawings for general conformance to the design concept in g g g g P Provide ca totes end totes to close off exposed, open ends of all tubular 9. On all wood frame roof, floor, ceiling, and wall areas where wood sheathing and/or 14• accordance with Specifications in the Project Manual. Erection drawings shall p P / p p p gypsum wall board sheathing is applied, attach the sheathing to all wood framing show type of deck, shop finish, accessories, method of attachment, e ed members, unless noted. Seal weld with partial penetration squore groove welds 9 members regardless of the closeness of their spacing. Where gypsum wall board details, deck openings and reinforcement, and sequence of installation. for watertight condition. sheathing is applied over resilient channels, attach the resilient channels to all framing 10. Installation hales shall be sealed with a closure plate 2 gauges thicker than members deck and mechanically fastened to the deck. Steel deck holes visible from 10. Installation of gypsum pone! products must follow the requirements of the Gypsum below will be rejected. Deck units that are bent, warped or damaged in any Association. the "Floating Interior Angles" method h described in GA -216 shaft be used way which would impair the strength and appearance of the deck shall be to avoid negative effects from potential truss uplift, wood shrinkage, and other causes of removed from the site. framing movement. An extensive discussion of this issue can be found in the TTB 11. Where gauge metal pourstops ore indicated, supply pourstops designed to meet, "Partition Separation Prevention and Solutions" from the Structural Building Components or exceed the gauges listed in the SDI Pourstop Selection Table (min. 18 ga.) Association. The contractor shall familiarize himself with the content of these documents as required or slab depth, concrete weight, and cantilever distance, unless before beginning the installation of gypsum panel products. noted otherwise. EJ EXPANSION JOINT 0/0 OUT TO OUT LINORWISE UNLESS NOTED OTHE EL ELEVATION OA OVERALL UNEXC UNEXCAVATED ELEC ELECTRICAL OC ON CENTER ELEV ELEVATOR OD OUTSIDE DIAMETER ENG ENGINEER OF OUTSIDE FACE VERT VERTICAL EQ EQUAL OH OPPOSITE HAND EQ SPA EQUALLY SPACED (EQUAL SPACING) OPNG OPENING EQUIV ES EQUIVALENT EACH SIDE OPP OSB OPPOSITE ORIENTED STRAND BOARD W W/ WIDE (WIDTH) WITH EW EACH WAY WD WOOD EX EXC EXISTING EXCAVATE (EXCAVATION) � WF WP WALL FOOTING WORKING POINT EXT EXTERIOR WPS _ WELD PROCEDURE SPECIFLCATION WRDA WTCA WATER REDUCING ADMIXTURE WOOD TRUSS COUNCIL OF AMERICA FABR - FABRICATE (FABRICATOR) FLOOR DRAIN WWF WELDED WIRE FABRIC FDN FIN FOUNDATION5. FINISH _ _ - FF FLG I 'Ili FS FINISHED FLOOR FLANGE FAR SIDE -- _ FT FOOT (FEEL) --- C. Cold -Formed Steel Framing. D. Prefabricated Wood Wall Panels. 11. The Erector shall shim between parallel roof beams and joists with differential mill and induced cambers for level deck bearing. FFG FOOTING - E. Prefabricated Wood I -Joists. W--- F. Glue -Laminated Wood Arches, Trusses & Framing Systems, G. Skylights and Structural Glazing Systems. FV FIFLD VERIFY _ 11, Fall Restraint Systems. --- - 6. When modifications ore proposed to elements under the design and certification of the SSE, written authorization by the SSE must be obtained and submitted to the SER for review prior to performing the proposed modification, O" 8" a?'y,�% ,,�°L,�r %r ,-toy 1. q- a I r !'u U <t a .It x - � ei � � h , yI s, II,I,�41 e 1 (e�Z �N,. 1 0r �0.-t n C) Z V QJ W 0Z W W `� V D iy_ lF- k 1 ,�r 0 U- 0 1-- r,A Nt 1 ]-- 0- 1 O -)M U Ld r-- 0 1-- r,A ff a ]-- 0- 0 rn EAST PORTION OF PLAN - SEE SHEET A5 37C)' -4Y2' OVERALL n t �d- co i WEST PORTION OF PLAN -SEE SHEET R6 I I Is 1 i I I � k I c} iilrNI In�ll I/ ■I I/ /1 i/�il i/ !fl in 91 1I�/I Ii AI is /E 11� I■ I/ /i IN /I - I/ 1) I/ !I in ii I! /I f! /1 I/�/1 if 11 13 it 121 ( /1 i/ /! is I/�11 1/ /I 1/ �! 1 I! AI I/I oil li ii liwl I1 /I 1il8 � I/ /I - t it i` I1 lI li /i I. i1 I/ iI I/ ' Ill- I it /I is 1-1 Ii11 IN�llII/m in I11N8/1 ii.11 1211,11 IMM! i.l/I ,i2 11r .�.. �',1 !/ li Il i! li /) IM /I I� /1 I■ !. rww I/ . >l1 fi . !1 I/ . ti 12! f Itr . �1 I/ . {, ,,..►!rM_. 3oI 369 IG4co AI TERNAT A I 2 I 45�.._, _-�,_a. 78'--5Y5' ADD FOR 4 ALTERNATE A3 t 1 i I I � k I c} PLAN NORTH TRUE NORTH EAST PORTION CSE PLAN - SEE SHEET- A5 --A-7 `l'_AI/ - tf'! s` t�} 1 3.G"=l'-O" PLAN NORTH TRUE NORTH WEST PORTION OF PLAN -SEE SHEET) A�� pisliero.di U-) UP 2 R AT 5 1/4" to �10 11G 0 15'-0* A G , 3G' -G, --1:3 '-4y /4 ? 0 bTUDI DU)LDINL ExpANE),otq JOINT i i i - 1'-35/13• 1"-'' VESTIBULE ROqMj�IGq PLAN D E T A I L 1/2" = 1'-0" 1'--:3%- ]Y-GY2- 3'-10' 13'-.B* G?-,-lya* P SEE SHEET All. FOP, TOILET RM. PLANS cri N I Qum" I' i 1-4 AG 0 L! 12-11 lo -2* lo, -Z' 7 5'-D' WORK 34 3y- 3y2" OFFIC F 2 3y2-' 3 Y-2, 2 r, ly?" SMALL 1'et5 ROOM 5 (DE SEE B/All 14q ()-qF E R ff N 0 F OE MEN EXIT 5"GR[TARY'S WOMEN 0 lGl 157 A OFFICE 153 5'-3Y? ---- CHAIR AND 1 Fcq 47 C-, - 157 LOBBY 1 0 TABLE -m --- j TC)PAr.F 2G'-73/8. .c C175_) .0- PEEP 1 1GG FOR FRAMING SEE J/AlZ ra 1/2" THERMALLY -BROKEN OREFRONT SYSTEM Z 0 < Z I �Z- I >_ 1G3n/ m 'FF23j 151 -1 Ln 7'-G" 3'-101 a_ C1G 0) 9 - HIGH 7 (o -I- "lie Z 3yq­ 0 1 1 -1--- c� av 0 q�� _1 I F 'D W E 5 T C, 0 R R I D 0 R UP tD EQUAL EQUAL 1G4 FF -F-41 G'-DY8 4'-0' �q F E L L 0 W 5 1 P H A L L c\j 0 0 1-9 lio ill C�OATRAGK GOATRACKI lr.5 IG5 0 001f t.9 cl 6iA5F 001 0 x L I 0 CL k 0 :5::2) 11 JANITOR JG1 POLL-uuvvri LOBBY 2 STOR.HOOD SHUTTER L -------------- j 171 3 154 150 152 '9 G -4/8' j DI5HWA5HING FOOD 160 3 Y2 INITGH N T P,�I35TDMER� PANTRY PA51OR'5 Y. KITCHEN a J� 5�0 1G2 PANTRY OFFICE LOBBY -9- Jill ROUGH 14G OFFICE I i 15G 155 SILL 2-3"0 T -113/B.1 HEAD AT 51'--03/4' 148 13'-0- 5 i I G'- 8 5/, 2 G'- Y8 y • 3 ? 7' PREP 2 3y2" 3Y2..IG3 '5Y2" 6 BUILDING EXPANSIC JOINT -------- q04 1GS 104 l9 AMP 11P 13 Lo i 9 i1" to nf �' l'- 3 5/8 i i i :--, -3 / ' TYPICAL AT r Le VE5TI13ULE PILASTERS I '9 T 169 to ClOD5i i i I i � t t I .�. _-- i l i i i 1 I i ! i I �� i i { i i + I � i f t 1 X 1l'-5 20* -G3/4* 11' 1G, -2y? 1._35/13. G2'—ly8' OUT -TO -OUT STUDS OUT -TO -OUT STUDS, 78"-113/13' G3' -5Y8. OUT -TO -OUT MASONRY OUT -TO -OUT MASONRY F 10% 10% oft I R"' 5 T r L u u K P LACI 1/8 1 0 FLOOR PIAN NOTES M] 5EE 511E -ET A3G FOR ALUMINUM -CLAD WOOD -FRAMED WINDOW SCHEDULE AND DETAILS W---,,-5EE SHEET A43 FOR BORROWED LIGHT WINDOWS AND DOORS WITH SIDELIGHTS. "M 4- C.M.U. VENEER TO 5UPPOR T BRICKWORK ABOVE - SEE STRUCTURAL. PAINT. TACKABLE WALL SURFACE WITH TRIM FROM WEST EDGE OF DOOR 155 SIDELIGHT TO THE EAST EDGE OF DOOR 1G4. 31'-33/6- 5Y?"­'jTB' __ 1 911 1" TILL L ----------t G' -O' -1"- TIGL__'_ L -I 3/4" x 4 1/2" THERMALLY -BROKEN ALUMINUM STOREFRONT SYSTEM (TYPICAL) P L A N D E T A I L k AG 77'-lYB' OUT -TO -OUT STUDS 5/ 1-3 1'-35/13' :35/13- 1`-35/8" 2G'--GY2" 3'-10' 2G" -7:3/g' I" TIGL M UUj-1U-LJU1 I-1A=)L_)1111 ALTERNATE A3 F=- 0 C) p < to (-9 O 0 to �10 11G 0 15'-0* A G , 3G' -G, --1:3 '-4y /4 ? 0 bTUDI DU)LDINL ExpANE),otq JOINT i i i - 1'-35/13• 1"-'' VESTIBULE ROqMj�IGq PLAN D E T A I L 1/2" = 1'-0" 1'--:3%- ]Y-GY2- 3'-10' 13'-.B* G?-,-lya* P SEE SHEET All. FOP, TOILET RM. PLANS cri N I Qum" I' i 1-4 AG 0 L! 12-11 lo -2* lo, -Z' 7 5'-D' WORK 34 3y- 3y2" OFFIC F 2 3y2-' 3 Y-2, 2 r, ly?" SMALL 1'et5 ROOM 5 (DE SEE B/All 14q ()-qF E R ff N 0 F OE MEN EXIT 5"GR[TARY'S WOMEN 0 lGl 157 A OFFICE 153 5'-3Y? ---- CHAIR AND 1 Fcq 47 C-, - 157 LOBBY 1 0 TABLE -m --- j TC)PAr.F 2G'-73/8. .c C175_) .0- PEEP 1 1GG FOR FRAMING SEE J/AlZ ra 1/2" THERMALLY -BROKEN OREFRONT SYSTEM Z 0 < Z I �Z- I >_ 1G3n/ m 'FF23j 151 -1 Ln 7'-G" 3'-101 a_ C1G 0) 9 - HIGH 7 (o -I- "lie Z 3yq­ 0 1 1 -1--- c� av 0 q�� _1 I F 'D W E 5 T C, 0 R R I D 0 R UP tD EQUAL EQUAL 1G4 FF -F-41 G'-DY8 4'-0' �q F E L L 0 W 5 1 P H A L L c\j 0 0 1-9 lio ill C�OATRAGK GOATRACKI lr.5 IG5 0 001f t.9 cl 6iA5F 001 0 x L I 0 CL k 0 :5::2) 11 JANITOR JG1 POLL-uuvvri LOBBY 2 STOR.HOOD SHUTTER L -------------- j 171 3 154 150 152 '9 G -4/8' j DI5HWA5HING FOOD 160 3 Y2 INITGH N T P,�I35TDMER� PANTRY PA51OR'5 Y. KITCHEN a J� 5�0 1G2 PANTRY OFFICE LOBBY -9- Jill ROUGH 14G OFFICE I i 15G 155 SILL 2-3"0 T -113/B.1 HEAD AT 51'--03/4' 148 13'-0- 5 i I G'- 8 5/, 2 G'- Y8 y • 3 ? 7' PREP 2 3y2" 3Y2..IG3 '5Y2" 6 BUILDING EXPANSIC JOINT -------- q04 1GS 104 l9 AMP 11P 13 Lo i 9 i1" to nf �' l'- 3 5/8 i i i :--, -3 / ' TYPICAL AT r Le VE5TI13ULE PILASTERS I '9 T 169 to ClOD5i i i I i � t t I .�. _-- i l i i i 1 I i ! i I �� i i { i i + I � i f t 1 X 1l'-5 20* -G3/4* 11' 1G, -2y? 1._35/13. G2'—ly8' OUT -TO -OUT STUDS OUT -TO -OUT STUDS, 78"-113/13' G3' -5Y8. OUT -TO -OUT MASONRY OUT -TO -OUT MASONRY F 10% 10% oft I R"' 5 T r L u u K P LACI 1/8 1 0 FLOOR PIAN NOTES M] 5EE 511E -ET A3G FOR ALUMINUM -CLAD WOOD -FRAMED WINDOW SCHEDULE AND DETAILS W---,,-5EE SHEET A43 FOR BORROWED LIGHT WINDOWS AND DOORS WITH SIDELIGHTS. "M 4- C.M.U. VENEER TO 5UPPOR T BRICKWORK ABOVE - SEE STRUCTURAL. PAINT. TACKABLE WALL SURFACE WITH TRIM FROM WEST EDGE OF DOOR 155 SIDELIGHT TO THE EAST EDGE OF DOOR 1G4. 31'-33/6- 5Y?"­'jTB' __ 1 911 1" TILL L ----------t G' -O' -1"- TIGL__'_ L -I 3/4" x 4 1/2" THERMALLY -BROKEN ALUMINUM STOREFRONT SYSTEM (TYPICAL) P L A N D E T A I L k AG 77'-lYB' OUT -TO -OUT STUDS 5/ 1-3 1'-35/13' :35/13- 1`-35/8" 2G'--GY2" 3'-10' 2G" -7:3/g' I" TIGL M UUj-1U-LJU1 I-1A=)L_)1111 ALTERNATE A3 0 D G 3/4" x 5 1/2" CONTINUOUS OAK VALANCE T �l rin LEADED GLASS I COWS MINERAL FIBER FROM' -X15TING URGH 3LE SURFACE OAK > VINYL WALLCOVERING-) TRIM ,LL -BETWEEN DOOR iW AND BETWEEN \ND 3 1/2" TRIM IT1 511, ILAR 0 3/4" x 3 1/2" OAK TRIM ADD PER ALTERNATES AG AND A7 ALTERNATES AG AND A7 "TACKABLE" WALL SURFACE IN CORRIDOR E L E V A T 1 0 N ,� 1/2" = 1' - D ALTERNATE A7 CFURNISH AND INSTALL TACKABLE SURFACE ON SECOND FLOOR WALL AREAS) EAST CORRIDOR 207B CSOUTH WALL) FROM THE EAST JAMB OF DOOR 208 EAST TO DOOR 233 EAST CORRIDOR 207A CSOUTH WALL) FROM DOOR 233 EAST CINGLUDING (-A DOOR 212 ALGOVE) TO THE EAST WALL CAT DOOR 2171 (NORTH WALL) FROM DOOR 233 EAST TO EAST WALL CAT DOOR 217). q' 1Oy4- G'-53/4 G-5-3/4' q,_jX* Y-115/6' 1'-7-5/8 1'-75/8' l'-115/8' FP -2I 2-] FF JALTERNATE AZ ALTERNATE A2 HANDRAIL AT WALL is CHANCEL AT 1�­ PER RAMP U 117 i ABOVE SECOND FLOOR 14'—C)' WALL HANDRAIL AT RAMP UP TO CHOIR E L E V A T 1 0 N 5ANGtUARY 1/4"' 1 07: HANDRAIL AT FOOT y, PER RAMP UP AT ABOVE SECOND FLOOR 12"ti 4'-B' 4'-8 SEE SHEET A13 FOR SEE SHEET A1:3 FOR HANDRAIL AT RAMP UP TO CHOIR STAIR PLAN AND SECTION STAIR PLAN AND SECTION EAW%l 4'-6' 5'-0' 5'-D' 5'-0*- _5'-O' _5'-0' 4'-6' L E V A T I U N F L '" - RAT 0--C) A7 1 FLOOR AT 6 9'---4- I- &_ IT 0 1 0 k --j— " 206 45 14 5- 12'OY4- 17'--11)/8'B* FLOOR AT 1D'-10" -19' — 10 5/f3 2 3'- B 3/8 ____T_,_,_____,GENTERLINE TO STUD FLOOR,;AT 12'-4" ILI 0--10 BUILDING EXPANSION JOINT In 0 0 FLOOR 'AT 13'-10 0 h-1 0 G . N LL_ -1 FFTP 11 > I EE1 I I nr 01 0 BUILDING EXPANSION JOINT e204 ��E =..VZZ4 3G SEATS 10) rL, 1360p .10 23'-73/8- 0 FP3-MECHANIGAL G H A E CHOIR ROOM FLOOR A - 3'-3' FLOOR AT 13'-10" 208) r 1 B, -C.-3/8- 'Do a w z G.C. CLA55ROOM 1 G.E. GLA55R00M 2X8 - T L I B R A R Y FT. HIGH STUD W�41_1 ...... 212 WITH DW ONE SIDE A 217 PIPE ORGAN <1 8 4Y2' 8'-4Y2' PG 7'7/8 203 25'-1* OG 205 3y.. 2 MULTIPI. E 2x6 COLUMN ----3 5Y2 3 Y;, FYI cTYPIGAL) (5EE 5TRUC;TURAL) FP3 STEEL WITH DRYWALL WRAP COLUMN =P FLOOR AT EAST GORRIDOR A EAST ATTIC 23 E_ 5 T GORR. B :12' 8"A 'a 234 MLG207A 0 2D7B A8 HANIGAL AND STORAGE (2 D17 - ­ ­__ ___ __ - 1 1 3 1 <a) :35/ - EQUAL EQUAL 2 5TEEL 215 17' -5 - COLUMN m 13 cl- R15 -f. [r), E T Al?_ GrtASE 0 FF3 TORAGE I EFF_5T____) V i A 1) 1) 19 aE FT. HIGH STUD WAt.l--- WITH DW ONE SIDE CAJ11-10-01)) rlAt)QNKT 0--A5 LLr- V 4Y2'� 0 /6- OPEN I o lOG N G.E. CLASSROOM 3 NARTHEX BELOW L) UP DN 00 3: 0 0 TEEN 211 AND' TO AREA PARLOR �EE 4 213 CRY ROOM LARGE 0 0 BRIDE'S ROOM 5KYLIGHT ABOVE 1 13 r CONFERENCE OILET 220ROOM ig.-ioy?-3y2­ 14 2G'-73/4' YZ (ADULT CLASSROOM 1) 5Y2" ____ 21C)2� [�Y "--BUILDING EXPANSION JOINT V3 BUILDING 41 EXPAN51ON �9JOINT 5y2" 5 5 fi v-4 1-35 r--:35/8" GALL TYPICAL AT zol TYPICAL AT PILASTERS PILA5TERS C.1 APPLY INSTALL DOOR 206 WITH TACKA L A P L AN (COVERED WITH OVER DRYWI RAMP AT HIGH SIDE AND WIND( VALANCE 3/4" x 5 1/2" CONTINUOUS OAK VALANCE T �l rin LEADED GLASS I COWS MINERAL FIBER FROM' -X15TING URGH 3LE SURFACE OAK > VINYL WALLCOVERING-) TRIM ,LL -BETWEEN DOOR iW AND BETWEEN \ND 3 1/2" TRIM IT1 511, ILAR 0 3/4" x 3 1/2" OAK TRIM ADD PER ALTERNATES AG AND A7 ALTERNATES AG AND A7 "TACKABLE" WALL SURFACE IN CORRIDOR E L E V A T 1 0 N ,� 1/2" = 1' - D ALTERNATE A7 CFURNISH AND INSTALL TACKABLE SURFACE ON SECOND FLOOR WALL AREAS) EAST CORRIDOR 207B CSOUTH WALL) FROM THE EAST JAMB OF DOOR 208 EAST TO DOOR 233 EAST CORRIDOR 207A CSOUTH WALL) FROM DOOR 233 EAST CINGLUDING (-A DOOR 212 ALGOVE) TO THE EAST WALL CAT DOOR 2171 (NORTH WALL) FROM DOOR 233 EAST TO EAST WALL CAT DOOR 217). q' 1Oy4- G'-53/4 G-5-3/4' q,_jX* Y-115/6' 1'-7-5/8 1'-75/8' l'-115/8' FP -2I 2-] FF JALTERNATE AZ ALTERNATE A2 HANDRAIL AT WALL is CHANCEL AT 1�­ PER RAMP U 117 i ABOVE SECOND FLOOR 14'—C)' WALL HANDRAIL AT RAMP UP TO CHOIR E L E V A T 1 0 N 5ANGtUARY 1/4"' 1 07: HANDRAIL AT FOOT y, PER RAMP UP AT ABOVE SECOND FLOOR 12"ti 4'-B' 4'-8 SEE SHEET A13 FOR SEE SHEET A1:3 FOR HANDRAIL AT RAMP UP TO CHOIR STAIR PLAN AND SECTION STAIR PLAN AND SECTION EAW%l 4'-6' 5'-0' 5'-D' 5'-0*- _5'-O' _5'-0' 4'-6' L E V A T I U N F L '" - RAT 0--C) A7 1 FLOOR AT 6 9'---4- I- &_ IT 0 1 0 k --j— " 206 45 14 5- 12'OY4- 17'--11)/8'B* FLOOR AT 1D'-10" -19' — 10 5/f3 2 3'- B 3/8 ____T_,_,_____,GENTERLINE TO STUD FLOOR,;AT 12'-4" ILI 0--10 BUILDING EXPANSION JOINT In 0 0 FLOOR 'AT 13'-10 0 h-1 0 G . N LL_ -1 FFTP 11 > I EE1 I I nr 01 0 BUILDING EXPANSION JOINT e204 ��E =..VZZ4 3G SEATS 10) rL, 1360p .10 23'-73/8- 0 FP3-MECHANIGAL G H A E CHOIR ROOM FLOOR A - 3'-3' FLOOR AT 13'-10" 208) r 1 B, -C.-3/8- 'Do a w z G.C. CLA55ROOM 1 G.E. GLA55R00M 2X8 - T L I B R A R Y FT. HIGH STUD W�41_1 ...... 212 WITH DW ONE SIDE A 217 PIPE ORGAN <1 8 4Y2' 8'-4Y2' PG 7'7/8 203 25'-1* OG 205 3y.. 2 MULTIPI. E 2x6 COLUMN ----3 5Y2 3 Y;, FYI cTYPIGAL) (5EE 5TRUC;TURAL) FP3 STEEL WITH DRYWALL WRAP COLUMN =P FLOOR AT EAST GORRIDOR A EAST ATTIC 23 E_ 5 T GORR. B :12' 8"A 'a 234 MLG207A 0 2D7B A8 HANIGAL AND STORAGE (2 D17 - ­ ­__ ___ __ - 1 1 3 1 <a) :35/ - EQUAL EQUAL 2 5TEEL 215 17' -5 - COLUMN m 13 cl- R15 -f. [r), E T Al?_ GrtASE 0 FF3 TORAGE I EFF_5T____) V i A 1) 1) 19 aE FT. HIGH STUD WAt.l--- WITH DW ONE SIDE CAJ11-10-01)) rlAt)QNKT 0--A5 LLr- V 4Y2'� 0 /6- OPEN I o lOG N G.E. CLASSROOM 3 NARTHEX BELOW L) UP DN 00 3: 0 0 TEEN 211 AND' TO AREA PARLOR �EE 4 213 CRY ROOM LARGE 0 0 BRIDE'S ROOM 5KYLIGHT ABOVE 1 13 r CONFERENCE OILET 220ROOM ig.-ioy?-3y2­ 14 2G'-73/4' YZ (ADULT CLASSROOM 1) 5Y2" ____ 21C)2� [�Y "--BUILDING EXPANSION JOINT V3 BUILDING 41 EXPAN51ON �9JOINT 5y2" 5 5 fi v-4 1-35 r--:35/8" GALL TYPICAL AT zol TYPICAL AT PILASTERS PILA5TERS 66 A ' 12'-5Y2* 24'-35/8" 24'-35/8' 20'--11Y/4' 9' 10Y4. G'-53/4' ll'- -G" G —53/4- G' -4Y2 - 82'-0' 52* -0' OUT -TO -OUT MA5ONRY E_�T!5iflf SHEET A34 FOR CHOIR BALCONY FRONT GUARDRAIL PLAN AND DETAII.5. [EP_] SEE ELEVATIONS B/A7 AND G/AT FOR RAMP HANDRAILS. [CPA INSTALL DOOR 206 WITH BOTTOM SLIGHTLY ABOVE RAMP. PROVIDE HARDWOOD THRESHOLD. SEE DETAIL ELEVATION D/A7. PLAN NORTH ALTERNATE Al SEE SHEET AZO 44'-Z' 45' -G- OUT -TO -OOT MASONRY 1G+0' BELL F-1 L__j TOWERL--J 172 2'-0' .V, pt1 L0 (_9 -A C.1 1A INSTALL DOOR 206 WITH E G L) N D L L A P L AN BOTTOM SLIGHTLY ABOVE -0 RAMP AT HIGH SIDE PROVIDE OAK THRESHOLD OAK TRIM 13ELOW FLOOR PLAN NOTES //--PROVIDE THESHOLD AND BETWEEN D GA 51N 5. FP1 SEE SHEET A3G FOR ALUMINUM -CLAD WOOD -FRAMED WINDOW SCHEDULE AND DETAILS - BA � SE FOR COVERED WALKWAYS - SEE SHEET A15 AND ALTERNATE A2. RAMP UP AT FOOT 4- C.M.U. VENEER TO SUPPORT BRICKWORK ABOVE - SEE STRUCTURAL. PAINT. RISE SEE DETAIL ELEVATION A/A7 FOR LEADED GLASS BORROWED LIGHT WINDOWS. DOOR 20(o- VERIFY ROUGH OPENING DIMENSIONS. ELE"VAT100"'N' =P5 PROVIDE 2 HOUR FIRE -RATED WALLS AND CEILING AT ELEVATOR SHAFT AND ELEVATOR MACHINE ROOM. FOR DIMENSIONS SEE DETAIL B/A4. 1/2" 0,t A7_j FP6 SEE SHEET A43 FOR BORROWED LIGHT WINDOWS AND DOORS WITH SIDELIGHTS. 66 A ' 12'-5Y2* 24'-35/8" 24'-35/8' 20'--11Y/4' 9' 10Y4. G'-53/4' ll'- -G" G —53/4- G' -4Y2 - 82'-0' 52* -0' OUT -TO -OUT MA5ONRY E_�T!5iflf SHEET A34 FOR CHOIR BALCONY FRONT GUARDRAIL PLAN AND DETAII.5. [EP_] SEE ELEVATIONS B/A7 AND G/AT FOR RAMP HANDRAILS. [CPA INSTALL DOOR 206 WITH BOTTOM SLIGHTLY ABOVE RAMP. PROVIDE HARDWOOD THRESHOLD. SEE DETAIL ELEVATION D/A7. PLAN NORTH ALTERNATE Al SEE SHEET AZO 44'-Z' 45' -G- OUT -TO -OOT MASONRY 1G+0' BELL F-1 L__j TOWERL--J 172 2'-0' .V, pt1 L0 (_9 -A nc z 0 d) Y. 0 00. 0 O 0 C.1 1A Lo D b 0 _41 O 0 nc z 0 d) Y. 0 00. 0 O 0 C T T P A I 6�_.■1C- 1-AAL'e - . - 1111 -K.M I A T1 -k I MA- C A - E L E V A T 0 R S H A F -r_ 5 E G _aoomfto T I O N rA Mom 1/ 2 LIMESTONE CAP FOR PILASTER. TYPICAL FOR ALL PILASTERS AT EAST AND WEST COVERED WALKWAYS CBASE BID) 3.1111 G'-431,' OUI-10-OLJI 51UL)5 2)0'-ly2' OUT -TO -OUT MASONRY A-V. 71/— - 1/8" = V - D" FLUOR PLAN NOTE5 SEE SHEET 43G FOR ALUMINUM -GLAD WOOD -FRAMED WINDOW SCHEDULE AND DETAILS. FOR COVERED WALKWAYS - SEE SHEET A15 AND ALTERNATE A2. 4- C.M.U. VENEER TO SUPPORT BRICKWORK ABOVE - SEE STRUCTURAL- PAINT. =P 4 CHASE FOR KITCHEN HOOD DUCT UP TO ATTIC. ENCLOSE WITH STUD AND DRYWALL AT SMALLEST SIZE P0551BLE. MAINTAIN CLEARANCE TO COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DUCT MANUFACTURER. COORDINATE WITH MECHANICAL. D= t" T 'A' I L 5-11W B, 4 1/2" THERMALLY -BROKEN STOREFRONT SYSTEM FFP --51 ROUGH MASONRY SILL AT 2'-5-' A.F.F. HEAD AT 7'-4". SEE A/A27. [TP --G] SEE SHEET A43 FOR BORROWED LIGHT WINDOW-, AND DOORS WITH SIDELIGHTS. PLAN NORTH mater W Z n Z 0 Z z• V0 ) z Z z 2 n W 0 z Ztl U) z 0 V) 0 c� U) i F- < 0 on - W 4 Z < z: JOWk CCC) C) ****' (o NT 0 < Z < D z w w T_ < o LL z z: :D < 0 cu w w W C/) zm 0 TZ CD Ir - F_ w CA C) U-) z: 0 0 v" 0 Fn �j rf 1 C\l 4 < ui 0 LL) Of d 'T U) ------- + Ln < ul [FP3 0 FFP --51 ROUGH MASONRY SILL AT 2'-5-' A.F.F. HEAD AT 7'-4". SEE A/A27. [TP --G] SEE SHEET A43 FOR BORROWED LIGHT WINDOW-, AND DOORS WITH SIDELIGHTS. PLAN NORTH mater W Z n Z 0 Z z• V0 ) z Z z 2 n W 0 z Ztl U) z 0 V) 0 c� U) i F- < 0 on - W 4 Z < z: JOWk CCC) C) ****' (o NT 0 < Z < D z w w T_ < o LL z z: :D < 0 cu w w W C/) zm 0 TZ CD Ir - F_ w CA C) U-) z: 0 0 v" 0 Fn �j rf 1 C\l 4 < ui 0 LL) Of d 'T U) DOWNSPOUT TO W 0/ - DOWNSPOUT TO GUTTER BELOW GUTTER BELOW GUTTER %2 0 IV GUTTER DOWNSPOUT : TEPDM N, > I ll� /11 DOWNSPOUT PROVIDE "CRICKETS" IfPDM AS REQUIRED I nPF- TnP nF I lMFr-TnWF r.nPlWrl oC THRU-WALL DRAIN PROVIDE "Cl AS REQUIRE ROOF OF ELEVATOR SHAFT1 DETAIL SNOW AND ICE SNOW AND ICE SNOW AND ICE 0 RETENTION CLIPS 0 PFTFWTlnM r-1 PC, f-� F - F RETENTION CLIPS DOWNSPOUT IN --- GUTTER OF PORTS-GOGHERE BELOW SNOW AND ;,�-5NOW AND IGS RETENTION CLIPS P\El'f NTION GLIP5 DOWNSPOUT DOWNSPOUT 2 --STANDING SEAM, ALTERNATE Al METAL ROOFING Ll SNOW AND ICE RETENTION BAR FOR TOWER ROOF SEE SHEET A20 I/lG- = 1' - 0" PLAN NORTH TRUE NORTH 0 Ln �j Ir ATTIC ACCESS PLATFORM ABOVE. SEE STRUCTURAL. SEE SHEET A4 AND DETAIL A/A4. E i S.A-C. AT 15'-0 ABOVE SEGOND FLOOR) I I I 1 Ae I E DW ULKHE D AT 14'--11' CARO E SECOND FLOOR� A4 -TT3. 3 U� NARTHEX BULKHEAD LIGHT FIXTURE HOUSING TYPICAL OF B. (SEE SHT. A45) A4 I Tj � --- — Dw ffiULKHEAD AT 14'-11` CABG E 5E OND OOR� -- f I I I 5.A.0 AT 1 "__O" ABOVE 5CG0 D FL OR7 I I 1 n i ATTIC ACCESS PLATFORM ABOVE. SEE STRUCTURAL. SEE SHEET A4 AND DETAIL A/A4. 1' — 0" 3/4" x 24" x 24- PARTICALBUARD SQUARE :WITH '50LID COLOR PLASTIC - LAMINATE BOTTOM AND ALL EDGES v/v GEILING CPAINT). SEE A[ TERNATE 5. �r -- SANGTUARY BULKHEAD LIGHT FIXTURE HOUSING TYPICAL OF 10. C5EE 5HT. A45) 3/4" x 3 OAK BATTEN5 CTYPIGAL x/434' x7, 1/4.. -_—�: NTTEN OAK BATTENS N,���� .3/4" x 24" x 24" PARTIGALBOARD 5QUARE WITH SOLID `'COLOR PLASTIC LAMINATE BOTTOM AND "ALL" EDGE5 NOTf:5; WOOD BATTEN 5TRIP5 1. MITER ALL JOINTS 2. MATCH COLOR AND GRAIN PATTERN OF ADJACENT PIECES TO THE GREATEST EXTENT POSSIBLE. 3_ G.G. TO FURNI51-I AND INSTALL Zx WOOD BLOCKING BETWEEN STUDS AND RAFTERS AS REQUIRED TO FULLY SUPPORT BATTEN 5TRIP5. ee� � w Z U W d IY Z 0 Q H Z z s 0 VJ fe-z w z D z a IJ.I Q Uz w Q Q Z U) z V v Q 0 U� W H < Q U p Ir- z co cc Q 0 �- e C) Lu uj LLj ui cr- Lli L a cy) C''3 r - y a Ca�r i z 0 c l4t 0 uj ►- L�; L., afLki a C-) ;-4 --I 3Y2. STUDS 5Y2- STUDS "IV r5y2­Y? - STUD1.5 3Y2 STUDS 3Y2 STUDS 31Y2. F I R, 5 T F L 0 0 R FIRST AND SECOND FLOOR ARE THE SAME -2, LNI -223 PLAN /00B- . 1/21' 1, - o„ _1�71_1j 1/2." -=�: 1' - O„ All) :1 ;-j oc 0 cr 3Y2� STUDS FIR 5 T f L 0 0 R --q 1/20" = 1' - 0"" 12" 1B" 3G- HORIZONTAL BAR BEHIND TOILET AT BACK WALL 40" 42" V I ERTICAL BAR i 42" HO )ZONTAL BAR H/C TOILET GRAB BARS 3y2.. ELEVATION E C_A1 1 ; Qn Q FUR BLOCK WALL WITH 7/B" METAL "HAI... CHANNELS ELEVATOR SHAFT C ---------FUR t3LOGK, WITH 7/f3" "HAT" GHANNEL WALL METAL 5 FT R -5] SOAP [ASPEN5ER -- MOUNT 51'- kf. TO TOF- Z: D ` �/ [T-1--41 15" WIDE x 30" HIGH MIRROR C) [I�R�5 TOILET PAPER DI'_,PFN5FR;, �A 5URFAGE-MOUNTED PAPE -F TOWEL DISPENSER >1 PROVIDE TOILET WITH -y LEFT-51DE FLUSH HANDLE REGE55-MOUNTED PAPER TOWEL DISPENSER AND WASTE REGEPTAGLE TOILET R8 ROOMS 132 AND 134. 1/4" GLA55 MIRROR 51- WIDE F,01-1 TOP OF 209 F IT 7) ADHE51VE MOUNTED TO WALL. [Kq ROOMS 155-157-221-223t 1/4- GLA55 MIRROR 48" WIDE FROM TOP OF BACK5PLASH TO BOTTOM OF OAK VALANCE C AT 7'-0 1/4" A.F.F. ADHESIVE MOUNTED TO WALL ­c� , . � -I f C (2:,Do Rgig PAP, TITION -MOUNT ED SANITARY NAOKIN DISPOSAL [TR2 on 3Y2. 5 E 0 0 N D F L 0 0 R1, TOILET ROOM 209 PLAN rt) 112"t 11 0" VAll n OILET ROOM PLAN NOTE. SEE ALSO SPEGIFIGATION5 GRAB BARS - SEE ELEVATION E/A111. � � � _- �, 9 )< SOAP [ASPEN5ER -- MOUNT 51'- kf. TO TOF- 5URFAGE-MOUNTED PAPER TOWEL D15PENSER AND WA5TE RECEPTAGLE ` �/ [T-1--41 15" WIDE x 30" HIGH MIRROR C) [I�R�5 TOILET PAPER DI'_,PFN5FR;, �A 5URFAGE-MOUNTED PAPE -F TOWEL DISPENSER >1 REGE55-MOUNTED PAPER TOWEL DISPENSER AND WASTE REGEPTAGLE R8 ROOMS 132 AND 134. 1/4" GLA55 MIRROR 51- WIDE F,01-1 TOP OF BAC KSPLASH TO BOTTOM OF_q_AL_ULAkj�,E C AT 7--0 1/4" A.FF. ADHE51VE MOUNTED TO WALL. [Kq ROOMS 155-157-221-223t 1/4- GLA55 MIRROR 48" WIDE FROM TOP OF BACK5PLASH TO BOTTOM OF OAK VALANCE C AT 7'-0 1/4" A.F.F. ADHESIVE MOUNTED TO WALL ­c� , . � -I f C Rgig PAP, TITION -MOUNT ED SANITARY NAOKIN DISPOSAL 19'-1173/ ' A "f TIG F L O O R S T A I R 1 PLA N t [S E G U N D F L O O R1 5 T 'A' I R.. 1/4" V0 .►`%m A TTlr rLUUK S T A I R 1 S E C T I.O N� F I s T F L o o 5°6A9R 1 PIAN � STAIR PLAN NOTE5 Fp-ll EXTEND HANDRAIL 12'" 13EYOND TOP RI5ER AT 3G," A.F.F. ABOVE LANDING SEL: SECTION. TYPICAL AT ALL FLIGHTS. SPZ EXTEND HANDRAIL 23" BEYOND BOTTOM RI5ER AT 3G" A.F.F. ABOVE LANDING - SEF. SECTION. TYPICAL AT ALL FLIGHTS. n D n i ij A TTir LANDING LANDING FLOOR S T A I R 3 S E C T I O N 1/4" 1' 0 Q9 7'-11,V2. STUDS 3Y STUDS STUDS SECOND FLOO P 5 T A � K -'13 1/4" .g , 0" , i9 C) ! `i t LD (� to �uCS 10) NQ ll -1 ld V STUDS Q lu TREADS AT 11'" EACH U' 6 a_ J i O F I s T F L o o 5°6A9R 1 PIAN � STAIR PLAN NOTE5 Fp-ll EXTEND HANDRAIL 12'" 13EYOND TOP RI5ER AT 3G," A.F.F. ABOVE LANDING SEL: SECTION. TYPICAL AT ALL FLIGHTS. SPZ EXTEND HANDRAIL 23" BEYOND BOTTOM RI5ER AT 3G" A.F.F. ABOVE LANDING - SEF. SECTION. TYPICAL AT ALL FLIGHTS. n D n i ij A TTir LANDING LANDING FLOOR S T A I R 3 S E C T I O N 1/4" 1' 0 Q9 7'-11,V2. STUDS 3Y STUDS STUDS SECOND FLOO P 5 T A � K -'13 1/4" .g , 0" , 7'--11'/Z. STUDS 3'-10' 3Y2' 3'-10" 5TUD5 STUDS ro I 11 m� O� EXIT 1G1 Li I k 5 'f t L. U U R 5 TAIR 3 PLAN u PLA T F O R M BASE B I D NOTE. PROVIDE BLOCKING AND SHIMS AS REQUIRED TO ENSURE THAT FRAMING FOP, RAMPS - LANDING - AND PLATFORM ARE 50LID - NO MOVEMENT. FLOOR FR` AMIN G PLAN VOODfG - - V G jj�:�4 FRAMING IN CONTACT WITH SLAB 5HALL BE PRE55URE-TREATED P L A T F O f2 M — 8 A S E B I D PLAN NORTH 2/112 (2) 2x6 CENTER SUPPORT BEAM ON 2x4 PLATE AG 2 4 Q9 t 4 d to �uCS 10) NQ f i ld r Q lu 6 a_ J i O r -t 1� co C� 7'--11'/Z. STUDS 3'-10' 3Y2' 3'-10" 5TUD5 STUDS ro I 11 m� O� EXIT 1G1 Li I k 5 'f t L. U U R 5 TAIR 3 PLAN u PLA T F O R M BASE B I D NOTE. PROVIDE BLOCKING AND SHIMS AS REQUIRED TO ENSURE THAT FRAMING FOP, RAMPS - LANDING - AND PLATFORM ARE 50LID - NO MOVEMENT. FLOOR FR` AMIN G PLAN VOODfG - - V G jj�:�4 FRAMING IN CONTACT WITH SLAB 5HALL BE PRE55URE-TREATED P L A T F O f2 M — 8 A S E B I D PLAN NORTH 2/112 (2) 2x6 CENTER SUPPORT BEAM ON 2x4 PLATE AG 2 4 w.v t �uCS i f i r i a `s 1� t S - .t • w.v z 0 V) �uCS z 0 V) 04 W 11qj) SEG OND F L O O R 5 T A I R 2. - P L A N 1/4" = 1` _ Car, 34" HIGH WALL G WITH HARDWOOD SEE DETAIL I/IT1 N SECOND FLOOR 1/4" = 1' --- 0" 1/4" = 1 0 kA131 N � � HIGH WALL GAPPED WITH HARDWOOD TRIM MIRRORED IRRORED STA R 5 ITSEE DETAIL I/IT1 AND !:1T1 El l l 1 ��— -- --- SECOND FLOOR STUDS STUD TO BRICK f Lu (19 FN ci ca rd } r_ to Nry a J - v LANDINGLu Fcq o Ln _ `s Ln N FIRST Q FLOOR �ZOD fi y I tJ Lo n Is __._5 T A 1 5 E G T I — F I R 5 T F L D O R� 5 T A i R 2 P L A N ._ STAIR PLAN NOTES 901 EXTEND HANDRAIL 12" BEYOND TOP RISER AT 3G" A.F.F. ABOVE LANDING – SEE SECTION. TYPICAL AT ALL. FLIGHTS. SPZ EXTEND HANDRAIL 23" BEYOND BOTTOM RISER. AT 3G" A.F.F. ABOVE LANDING – SEE SECTION. TYPIGAL AT ALL FLIGHTS. :'1 11 4„ = 1' — 0" 1/ 4, r 1 r 0" r .MIRRORED STAIR 5 IGI!1_�a� i ST I~ L001, 1/4`r 1, 0r, MIRRORED STAIR AIR 5 I G' A13 z W 0 Z 0 z_ z 0 V! � z z w< Uz Q Q Z U) z Q y V• o J U 0 !=z (� z Q a CD d 0 WE ui 1-- 0 Cc cc 0177 %bole LL z t4 I� U � w c 1--- cp C o cy) 4� dJ r.r z O Ln t.,J Q' t� ci U W►- 3 Syj W 0 N tl3 rx a z £1 U7 42" HIGH WALL CAPPED -- oocc WITH HARDWOOD TRIM —0 SFE DETAIL E/A13 N ca –3'-10' 3y' 4'–OY/2' STUDS STUD TO BRICK Ln m a - SEG OND F L O O R 5 T A I R 2. - P L A N 1/4" = 1` _ Car, 34" HIGH WALL G WITH HARDWOOD SEE DETAIL I/IT1 N SECOND FLOOR 1/4" = 1' --- 0" 1/4" = 1 0 kA131 N � � HIGH WALL GAPPED WITH HARDWOOD TRIM MIRRORED IRRORED STA R 5 ITSEE DETAIL I/IT1 AND !:1T1 El l l 1 ��— -- --- SECOND FLOOR STUDS STUD TO BRICK f Lu (19 FN ci ca rd } r_ to Nry a J - v LANDINGLu Fcq o Ln _ `s Ln N FIRST Q FLOOR �ZOD fi y I tJ Lo n Is __._5 T A 1 5 E G T I — F I R 5 T F L D O R� 5 T A i R 2 P L A N ._ STAIR PLAN NOTES 901 EXTEND HANDRAIL 12" BEYOND TOP RISER AT 3G" A.F.F. ABOVE LANDING – SEE SECTION. TYPICAL AT ALL. FLIGHTS. SPZ EXTEND HANDRAIL 23" BEYOND BOTTOM RISER. AT 3G" A.F.F. ABOVE LANDING – SEE SECTION. TYPIGAL AT ALL FLIGHTS. :'1 11 4„ = 1' — 0" 1/ 4, r 1 r 0" r .MIRRORED STAIR 5 IGI!1_�a� i ST I~ L001, 1/4`r 1, 0r, MIRRORED STAIR AIR 5 I G' A13 z W 0 Z 0 z_ z 0 V! � z z w< Uz Q Q Z U) z Q y V• o J U 0 !=z (� z Q a CD d 0 WE ui 1-- 0 Cc cc 0177 %bole LL z t4 I� U � w c 1--- cp C o cy) 4� dJ r.r z O Ln t.,J Q' t� ci U W►- 3 Syj W 0 N tl3 rx a z £1 U7 TOILET BOOM FLAN NOTES SEE ALSO SPECIFICATIONS TR1 GRAB BARS - SEE ELEVATION E/A11. - S 23/8 1 -7�/e 9'-10' Y--75/a' TR2 SOAP DISPENSER - MOUNT 51" A.F.F. TO TOP, TR3 SURFACE-MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE TR4 18- WIDE x 30" HIGH MIRROR R-5 TOILET PAPER DISPENSER �r TR6 FURNACE ROOM ABOVE TOILET ROOM. rp1/777777777 SEE ELEVATIONS_ 0 0 0 BUILT-IN BUILT-IN = -- ---- CABINET CABINET -- _ 5EE O O SEE CASEWORK I CASEWORK 178 � 18C3 i 35/8!_�Y21 1'--gY2' 4`-11`-8" q,_11Y4' 4 -1�j$ qY2• Y2 35/E. .� 1`-S' 43/$. 3y2' 3Y' 5Y25Y2' 3Yz- ;, 3Y2• 43/8- SAGEISTY,, I I 177 a- < 118 17q cD -- - + r TR6 \M TOILET 119 'i UP Z RISERS 111 T' i110 UP 2 RISERS AT 5 1/4". _ �� TR1 + ' ,AT 5 1/4" TR5 cr - -- TR3 y TR2 T'R4 — -- TR1 0 Li u c'? its 3'-DIY 5'-3' 1'_O• ur -- STUD TO -- RAMP UP AT 1/4" PER {OOT RAMP CREDENCE i q TABLE in D y-- _ _ J) 00 LOW WALI + it7 __.__ ..__ _ ___-.______ _.�� +� LUVV WALL oz BRICK PLINTH, BY GG 3'-C)Y4. _.q• SCI= 5HEE --- - f LOW WALL •mac° STUD TO BRICK -- .� - � c 119 •�-------- - - — ¢ -- - — - BRICK TO MUD !77 ' N + { 3'-2Y�—-- STUDS ALTAR CHANCEL p 117 ; o ac 7'-2Y2' 3'-1Y2• +n 3' 3' 7'-13/4' nc � Q < 0 r O c O 17/a 7 O s � 1/ D 1Y2" �` _ 12' ((5y5- 5Ya� \oz L\ CLF .x ,div CHANCEL FLOWER PLATFORM 12 CHANCEL FLOWER PLATFORM SEE DETAILS ON SHEET A4G �* LECTERN SEE DETAILS ON SHEET A4G 00 PULPIT�� co tK COMMUNION R IL COMMUNION RAIL F �� .-' 'L 2'- 4 7/6 — - -2'-4 fg' Z'--4Y - 44 ti S 57/x' 7Y2 1i�2. 1Y' 77/2- 5Y5- 1Y2' 1Yz- �v 2'-25/8' S'_1- 10-93/8' g — 0, -q3/$ .. _1q'-93/a"-F f _— — 10-93/8- 8' T Y A N D C.-b -A N G E L ffm 1/2„ = 1' O„ COVERED WALKWAY MASONRY COLUMN DETAI' 2" x 8" R.S. CEDAR— RAFTER AT 24" O.C. 2"x G" R.S. GEDAR ALUMINUM GUTTER----------,-- 1xG T+G R.S. GEDAR DECK DOWN5POUT — DOUBLE 2"x 8" R.S. -- GEDAR NIP RAFTER ALUMINUM GUTTER- 2"x G" R.S. GEDAR–__./ "MITER" 1xG R.5. CEDAR - DECK AT HIP RAFTER 1xG T+G R.S. GEDAR DECK r r , DOWNSPOUT -�.� _ � IIII l BRIGK VENEER 7 5/8" x 7 5/8" x 7 5/8" NIGH - CONCRETE BLOCK_ SEE STRUCTURAL FOR REINFORCING. - - - - (4) MASONRY - - - TIES AT 1G" O.G. C VERTICALLY ANGLE SPLICE - 1/4" BENT STEEL PLATES WITH (8) 3/4" T11RU BOLTS DOWNSPOUT\ ALTERNATE A2. EAST GOVERED WALKWAY- Q'ft OOD FRAMING FLAN_ j"A '1/4"__ i. VAss ANGLE SPLIEE] 1 1/2" -= 1, - 0" r, r t)wn F Fmv-G'r^hir DOPING. P ISE COVER PIE SJ 0 f-, r `F \, i I— l— .../ i !.- r %./ id T A I L tG :3 1, 0„ Al AP I-) TREATED 1/2" 1 SLOPED LIMESTONE COPING. ANGLE SPLICE - 1/4" BENT STEEL PLATES WITH (8) 3/4" THRU DOLTS MITER LIMESTONE COPING. ANGI-t0R PLATE li -- 1 - ,� --- MEMBRANE ROOFING OVER NIGH DENSITY COVER BOARD —1x6 TONGUE AND GROOVE GEDAR DECK — GUTTER SLOPED LIMESTONE COPING. SCREW ,JOINING 2xl0s TO BLOCK TREATED 2x4 BLOCK SGREWEU TO SIDE OF 2x10 SLOPED LIMESTONE COPING. TREATED 2x4 PLATE ANCHORED TO COPING WITH C23 3/4" ANCHOR BOLTS w O o I ( # I Ioz ! o ANGI-t0R PLATE li -- 1 - ,� --- MEMBRANE ROOFING OVER NIGH DENSITY COVER BOARD —1x6 TONGUE AND GROOVE GEDAR DECK — GUTTER SLOPED LIMESTONE COPING. SCREW ,JOINING 2xl0s TO BLOCK TREATED 2x4 BLOCK SGREWEU TO SIDE OF 2x10 SLOPED LIMESTONE COPING. TREATED 2x4 PLATE ANCHORED TO COPING WITH C23 3/4" ANCHOR BOLTS w Z w n Z w z • (0 V1 th Z Z a wQ Uz w ad Z EL o cn z 0 V v Ud w F- 4 0 =Q ® �p Q Z Lw --------- - i C\j Ct) 0 (o 't0 w -J M w 2i c �. 0 L L LU W w C/) U) .317 C> LO :X ;Q ti C� io `0� u�Fry. 6i Z nt LOP a (!I [1.1 tY U LJLLJ F- Q fii1... I.iJ n- o cn FLASHIN SNOW AND ICE - RETENTION CLIPS WVlv-f l/ l NO TOWER VER51ON SHM.", SNOW AND ICE -- RETENTION RETENTION CLIPS RIDGE VENT SKYLIGHT DOWNSPOUT SECTION THRU OFFICE WING NO TOWER VER -510N W E 5 T E L 1/8" = 1, - o" t a E v A T 1 0 N 7,_4.. ATTIC FLOOR RIDGE VENT m -J 1f I I ✓ I �. I V-1111 - I VV . 'I RIDGE VENT DOWNSPOUT 7'-0" HEAD . TO OW ATTIC FLOOR loo' -0 - RIDGE VENT--- --- RIDGE VENT GUTTER GUTTER — ---- - - ----- --- --- - 77 SNOW AND ICE ------ RETENTION BAR SECOND FLOOR 5ECOND-FL(')OR--- Ll - 11 1'1 lj$ %-,Li I I DOWNSPOUT CULTURED STONE VENEER BETWEEN PILASTERS CTYPICAL) wEs-r E E� FE L LUV L a G� A �17 - L") 5 P N SECTION THRU OFFICE WING W E 5 T E L E V A T I O N o" r�1 SKYLIGHT RIDGE VENT DOWNSPOUT APON a, a E T A T I U N VENT DOWNSPOUT SPECIAL NOTE: WEATHER PROTECTION FOR THE PLYWOOD ROOF DECK THE CONTRACTOR SHALL PROTECT THE PLYWOOD ROOF DECK FROM RAIN AND WEATHER BY INSTALLING THE ASPHALT IMPREGNATED ROOF FELT SHINGLE UNDERLAYMENT IMMEDIATELY AFTER THE DECK'S INSTALLATION. 4 DOWN51' OUT TO - ----- — — ---- GUTTEF BELOW ------------- GUTTER ---7 7 ............. ij-- G Iia" Cr LT— DOWNSPOUT DOWNSPOUT DOWNSPOUT c- I I SPECIAL NOTE: WEATHER PROTECTION FOR THE PLYWOOD ROOF DECK THE CONTRACTOR SHALL PROTECT THE PLYWOOD ROOF DECK FROM RAIN AND WEATHER BY INSTALLING THE ASPHALT IMPREGNATED ROOF FELT SHINGLE UNDERLAYMENT IMMEDIATELY AFTER THE DECK'S INSTALLATION. DOWNSPOUT v V v v 1`1:.-71 1.1U I RIDGE VENT uk—lvwflf-�l "Lil ATTIG FLOOR GUTTER SECOND FLOOR DOWNSPOUT 1/8" = 1, - o" 5EGTION TI -IRU EDUCATION WING SKYLIGHT RIDGE VENT 0 a 0-0 0 0 a a 0-0 0 0 v a 0 0 ?A & E A 5 T E L E v A T 1 0 N -y- SECTION THRU EDUCATION WING A19 m c- ,IT SNOW AND ICE RETENTION CLIPS GUTTER cl 0 D• a• 0 0 n a 0 v a 0 0 0 0 1 ........ w a 9 a a a I D 9 0 a a 0 to a 0 In v 0 0 0 0 0 DOWNSPOUT DOWNSPOUT SNOW AND ICE RETENTION CLIPS DOWNSPOUT NO TOWER VERSION DOWNSPOUT SNOW AND ICE RETENTION BAR -100'-D" 0!�_ STANDING SEAM METAL ROOFING Irig i AL_ muyr uvu SNOW AND ICE RETENTION BAR SNOW AND ICE - it RETENTION CLIPS I i-[77 T, ZP -0 4'-0* IN1 Z 8­x4B­ ROOF 14' AGGES5 HATCH V (/DBL. DO OR 5 A!- 1D­x3G­ Poor - 71 41 SCUTTLE ALUMINUM GRILLE fit i4 CDARK BRONZE) F WITH BIRD SCREEN �Lu u i ILL TfLE5COPING BEHIND di IT-l"Ld lf-1. 12 -Iff ULLH� - - :I , !''H-OH4 , - 12 ----------- POLE G 41r; IV I, T7;1-- 11 i EXTEND GUARDRAIL UP TO DECK AS SHOWN AT AREA s ADJACENT TO FIXED LADDER L; - - - ------- TOP LANDING - ------------ D4 1/4.' 1' - 0 STEEL -FRAMED BELFRY FLOOR WITH FORM DECK AND CONCRETE FLOOR SLAB (SLOPE TO DRAIN) COVER W/MEMBRANF ROOF 48"x 48" ROOF AGGE55 HATCH W/Dbi-, DOORS 30"x 3G- ROOF SCUTTLE LIMO STONE GAP - FOR PILASTER (TYPICAL OF el) 48"x 45" ROOF AGGE55 HATCH W/DBL. DOORS EXTEND GUARDRA DECK AS SHOWN ADJACENT TO FIX 30"x 36" ROOF 5GUTTLE ABOVE SEE STRUCTURAL SHEET 516 FOR 5TEEL STRUCTURE OF BELL TOWER 3( H/ ROOF' PLAN 111, \ & ftm Ncm MEMBRANE ROOF OVER 1/2" COVER BOARD SLOPE AT 1/4"/FT. COLUMN SEE STRUCTURAL ALUMINUM LOUVER SLOPE 5LOP (DARK BRONZE) ---- > PLAN 1/4" = PLAN F 1/4" = V -0- T_ L A 11 MAN 1/4" = I'-0- ON HoKm TED RWAY 3/4" 10" mv- 11 0 R co SEE 5TRUGTURAL DRAWINGS FOR DETAILS OF FOUNDATION AND GONGRETE SLAB ANU °U""""`"" It t)LAD 5 -U I L DIN G 5 E C T 1 0 N rg1 WLli Z Z 0 < Z z 0 VJ V) z Z Z w < Z Z U) z 0 V) U) F- 0 W F- z 0 =Q 06 (Y- z Fh < C0 C) <(,o Z < 0 z z LIJ 0 LLI < 0 C) LL (D uj w F- U) z = < F- CD C) U) LIJ C:) Lr) Q0 CY) 6 X mZ z ui ly- co 0 uj 0 < PORTE-GOCHERE VEST113ULE SEE STRUGTURAL DRAWINGS FOR DETAILS OF FOUNDATION AND GONCRETE SLAB LIGHT HOUSING SEE SHEET A45 CHANCEL Y)" I V 4), 5rr ST"Tum 0"4h4K'5 F" MaS Of Fair A*noti Ato COW14:ETE SLaD SACRISTY I 1/2" DIAMETER ALUMINUM RAT PROVIDE MID -SPAN SUPPORT POST �-3/4- x 3'1/2" "OAK TRIM C HORIZONTAL L5/6- F.G. DRYWALL --- PAINT 3/4" x 1 1/2" OAK TRIM C VERTICAL --3/4" x 3 1/2" OAK TRIM C HORIZONTAL LIGHT HOUSING SEE SHEET A45 CHANCEL Y)" I V 4), 5rr ST"Tum 0"4h4K'5 F" MaS Of Fair A*noti Ato COW14:ETE SLaD SACRISTY LEAVE SPACE BELOW ALUM. GRILLE TO ALLOW DRAINAGE EXTEND MEMBRANE ROOFING --- UNDER ALUM. GRILLE TO FACE OF STEEL ANGLE CURB. SECTION THRU EDUCATION WING BlJ6LDING 5 EGT 1 0 N X1./2,, = 1' -- 0„ SECURE MEMBRANE WITH TERMINATION BAR LIMESTONE SILL Ln DRIP —1 CULTURED STONE VENEER--- 5y. 13 2x8 a Im 1/2" THICK---' COVER BOARD 5.5- FLASHING. TURN UP ENDS 2". CAULK. EXTEND rLASHING UP UNDER MEM- BRANE BEHIND TERM. BAR. STEEL ANGLE CURB SEE STRUCTURAL SECURE MEMBRANE WITH TERMINATION BAR 0 <— EXTEND MEMBRANE UP WALLS G" MEMBRANE ROOFING OVER 1/2" THICK COVER BOARD CONCRETE SLAB SEE STRUCTURAL I'm T 0 7 am A23 5wow rzt�-n�W710H "P`Hl' HOLZ 5 ,A Loa # 4t SAT W/ D F, I P H 0 � F-5 ff— ?111 11 STA r I llI C 5 E A H — 1 � I IIJ'r P —4nTlE r. r^ N H 4�IPF,,'g W(liA �4117e'G PWD PeCV,(scv"EWE� To 15TO e L' p F 50,LT ' 05TL. TU$E r /ZlZ &A - RA I 14T Ez P '57E- PAsc A �f CTin�j LIME Wn 24 cwAll I IZII W, PAWE� _ 5/ 6 , fi6" Wr j u r:wrEr -raw rz. -ST7. U CT W R4 I- P KWCvS, mouLp Q( -9po 040 ALUM, SOFFIT 12"W, FAREI�SJ SECTION SLASH A Lo U M 5 A5 DOE L )TS URAL Tu SAL) N co I C) (o z c D z J, Llai 2 T_ 0: 11 V U) w Lo (Jo cf) c D JS URAL 24' -33/8 - TOP OF PLATE 1/2 I 44 EDGE ROOFS L m STOP PLYWOOD DECK c� (f) I � W w z 0 0 w L) C)(Y Z 0 0� W Z 0z V) U) W zw Z D z a_ wl Z Z 0-0 to z V0 ) 0 Q CL w< z ty- z < c\1 cr) C) (0 qzt < Z < 0 W W Z> < 0 LL z U; I? Z: LU uj < F— (.0 C) L11116.4 F_ U) uj 3� C:) 9 L0 7J ZE rn c\1 C) IJLj 0 W Ld cy ti T 0- 0 1 to SHORT OF RIDGE POINT SHINGLE -OVER"' CONTINUOUS TO PROVIDE AIR GAP RIDGE VENT AS DIRECTED BY RIDGE TYPICAL AT ALL ROOFS VENT MANUFACTURER. TYPICAL AT ALL ROOFS. SEE STRUCTURAL j J J V_ YV HEADROOM— i 12 ASPHALT SHINGLES CSEE SPECIFICATIONS) ROOF DECK 5/8" F.C. DRYWALL j. 5EE STRUCTURAL ON RESILIENT CHANNELS AT 1G- O.G. 0 -BATT INSULATION TYPICAL AT ALL CEILINGS C5EE SPECIFICATIONS) 3 FT. HIGH STUD WALL 13L WITH DW ONE SIDE SEEOCKING STRUCTURAL ROOF RAFTER ALUMINUM ROOF EDGE TYPICAL AT ALL ROOFS 44" SEE 5TRUCTU RAL G DRYWALL TO NOSIMG 25'-5Y?- 5/8" F.C. DRYWALL— TOP OF PLATE 11 7/5" TJI WOOD JOIST BLOCKING BLOCKING SEE STRUCTURALAT ONRESILIENT CHANNELS9 1G- O.G. 1G 24'-338` /SEE STRUCTURAL SEE STRUCTURAL TOP OF PLATE 5TAIE 3 A 5fW\ 4 11ak 17 HANGAR R 0 A33 0 00 5/8" F.C. DRYWALL ON RESILIENT CHANNELS s QTS AT 1G- O.G_ (L I -- J015Tli HAN TYPICAL AT ALL CEILINGS Z 0 IS 0 5/8" F.G. DRYWALL ON RESILIENT CHANNELS HE AD AT 16- O.C. [illi cc) TYPICAL AT ALL STAIRS vow kn 7 1, >_ 04 Lu > SEE STRUCTURAL Lu -t OLT < 0 OFFIGE 5 0 0 R R I Q 0 R O 0 1 CANT 5/8" F.G. DRYWALL ON RESILIENT CHANNEL 0 0 c-- ---- c_ -,:L--_ AT 1GI, O.G. 0 0 1 1/2" THICK LIGHTWEIGHT BRICK VENEER 0 CONCRETE TOPPING OVER ZxG WOOD 5TUD5---- > 00 0 O 3/4** T+G PLYWOOD SEE STRUCTURAL > 5/8" SHEATHING, a_ SEE STRUCTURAL 2" RIGID INSULATION C) z 11 7/8" TA WOOD JOIST BLOCKING BLOCKING 5EE STRUCTURAL— TAPE JOINTS Z: < < SEE STRUCTURAL SEE STRUCTURAL 13/4- AIR -)PACE LL_ LL- 0 STAI 0 5/8" F.G. DRYWALL (L a- 0 0 kn 5/8" F.0- DRYWAL(_­­---- ON RESILIENT GHANNELS AT 1G- O.G. ILI TYPICAL AT ALL GEILING5 5/b- F.C. DRYWALL---- 1612v 0 S.A.G. ON RE51LIENT CHANNELS HEAL) AT 1G- O.G. TYPICAL AT ALL STAIRS 0 LL_ IV SEE STRUCTURAL Lu > __j IL W if 3 CL _j < LL_ 0 0 0 1S1TQ_VjEN Q 0 R ID R 0 R 1 0 0 5/8" F -G. DRYWALL—— 0 O LL_ON RESILIENT CHANNELS AT 1G- O.G. I � < IL 0 0 0 0 0 5/8" F.G. DRYWALL— IL 0 0 B 0-, 0 '---CONC.PE,rE SLAB A30 T SEE STRUCTURAL 2- ----------- SEE STRUCTURAL MIL. VAPOR BARRIER I DRAW ING5 SEE STRUCTURAL DRAWINGS 4" MIN. RANULAR FILL G SEE STRUCTURAL DRAWINGS FOP, DETAILS OF FOUNDATION 2" RIGID INSULATION— FOR DETAILS OF FOUNDATION AND CONCRETE SLAB SEE AND CONCRETE SLAB SEE STRUCTURAL DRAWINGS I STRUCTURAL FOR DETAILS OF FOUNDATION I DRAWINGS SECTION THRIJ OFF -ICE WING go% U I L 0 uo" k I 1k I" G 5 E C T I /OOA 1/'2" - 1 0,- A2G c� (f) I � W w z 0 0 w L) C)(Y Z 0 0� W Z 0z V) U) W zw Z D z a_ wl Z Z 0-0 to z V0 ) 0 Q CL w< z ty- z < c\1 cr) C) (0 qzt < Z < 0 W W Z> < 0 LL z U; I? Z: LU uj < F— (.0 C) L11116.4 F_ U) uj 3� C:) 9 L0 7J ZE rn c\1 C) IJLj 0 W Ld cy ti T 0- 0 1 to SECTION THP -,,U FELLOWSHIP HALL 1/2" =-- 1' -- 0" ALUMINUM ROOF EDGE TYPICAL AT ALL ROOFS SUTTER SEE ROOF PLAN - 10'-73/8- OFFIT 0'-73/8-OFFIT FRAMING - 9'-9-3/4. — OFFIT FRAMING 91-0, OFFIT FRAFRE, SEE STRUCTURAL DRAWINGS SEE STRUCTURAL DRAWING -5 fy w 65 zw Z ff Ld z z 0 U) cr- zW z D z LL, < 0 z < Z D- Y) z 0 V) 0 CL LLJ Z < 0 6 w z < co CD co ,I- < Z < Z WE w TL 2 F-- 0 T - Ir < 07 c) LL wm U) z C) U) w � Lo I. w CIO A L>li 0 c\l Ld 6i L 0 < Q GUTTER ROOF F P, 5 A ZA I L-5 ':-S.HALL 15E Ik-57[zl/-7 CCDM PIIAWCR- WITH 01—UIIUIN llli'z7,U VE-LLUVV:DFIIF [_.I LL. fl a B u I L U402"' 1 N G 5 E 0 N 1/2" to TYPICAL WOOD -' VAZ- M U -S C 0 V Ir -W IL4 IL4 Cv 5 L.0 ROOF 6- 1/4" WOOP Oleo 57 F -I A� K i I . EDGE AT ALL ROOFS AMING, I AMINC. AMING .JURAL 165 JURAL 4G5 RIDGE VENT SEE STRUCTURAL - i, il'�r ,1 �� / �,' } ( 14" TJI WOOD JOIST SEE STRUCTURAL Ilk I AT t--0.333" THICK ENGINEERED OSB SOFFIT -LOUVER SEE MECHANIC L �tlm_ 'he milIff-APINA WEST ATTIC MECHANICAL AND 5TORAGE 25'-4" _OL_ ATTIC FLOOR 151JJEST JOISTETICTURALL; 24'-33/8- A,\ TOP OF PLATE - 9.-01.."Ok ROLL -DOWN SHUTTER A/V CONTROL BOOTH -U � 61 L SECOND FLOOR TJI WO JOIST TOP OF SLAB SEE 5T UGTURAL 7 8. TOP OF PLATE* S.A.G. -r WEST GORRIDOR 0i 0 L0-333" THICK ENGINEERED OSB 5OFFIT �BRICK PILA5TEAT 51DE OF WINDOW LIMESTONE SILL THRU-WALL FLAJING CONCRETE 13LOGK PILASTER NOT SHOWN 201-03/. 5 BOTTOM OF LINTEL C) 15' OL -4" l< c,.m,u- ROUGH SEL, '-43/8 BOTTOM OF LINTEL <----GONGRETE BLOCK PILASTER NOT SHOWN MIDDLE PURLIN ciFF STRI Jr TI Whit 0 C� n 0 0 14" TJI WOOD J015T 0 I It i ?EE 5TRUGTURAL i {tA C) u al MOM cm L-0.333" THICKIGINEERED u 0513 SOFFIT fi A 5/8" F.G. DRYWALL Z: Z: ON RESILIENT CHANNELS Z: RIDGE BEAM MIDDLE PURLIN ciFF STRI Jr TI Whit 3/4" x 3 1/2" - HARDWOOD TRIM n Ld I"I ISI 1111 Im 0 0 C� n 0 0 14" TJI WOOD J015T 0 I It i ?EE 5TRUGTURAL i {tA C) u Lu MOM cm L-0.333" THICKIGINEERED u 0513 SOFFIT 5/8" F.G. DRYWALL Z: Z: ON RESILIENT CHANNELS Z: AT 1G" O.C. 3/4" x 3 1/2" - HARDWOOD TRIM n Ld I"I ISI 1111 Im 0 0 C� n 0 0 0 C) u Lu Lu u Z: Z: Z: < ROOF --TO-WALL JOINT FELLOW5HIP HALL VAL FINISH SECTION THRU FELLOWSHIP HALL VIEW TOWARD SOUTH LONGITUDINAL BUILDING 5 E G T I U N 1/2" 1' 0 DA 5E BID E o < GURTAIN ROD SUPPORT 3/4" x 3 1/2' HARDWOOD TRIM CULTURED STONE VENE 2xG WOOD STIJD5-- SEE 5TRUGTURAL 5/B" SHEATHING SEE STRUCTURAL 2" RIGID INSULATION— TAPE JOINTS 1:3/4' AIR SPAGE 5/8" F -G. DRYWALL -- P L A T f 0 R M STRUCTURAL DRAWINGS FOR DETAILS OF CONCRETE SLAB --G MIL. VAPOR BARRIER 4- MIN. GRANULAR FILL 2" RIGID INSULATION— SEE STRUCTURAL DRAWINGS FOR DETAILS OF FOUNDATION 5EE STRUCTURAL DRAWINGS SEE STRUCTURAL )RAWINGS GUTTER 51 ROOF PLA SECTION THRU FELLOWSHIP HALL VIEW TOWARD PLATFORM U L D I N G G T 0 N \,A30 1/2 1 0 ALUMINUM ROOF EDGE TYPICAL AT ALL ROOFS 10'-73/8' OFFIT FRAMING 9'-9:3/4- OFFIT FRAMING 91-01 OFFIT FRAMING SEE 5TRLJGTLJRAI,. DRAWING5 SEE 5TRL)OTURAL DRAWINGS 1�ETAIL �B� DEiAIL rG' 1 1/ 2 1' 0 A30 1 1/ 2 1' 00_o \A3 z Z 0 z z 0 U) z z D z w z 0 < Zcn z 0 V) U) c Z C\j c1r) C) (c) qzt < Z C) z w w 2 cc < 02 c) u - (Z' c U) z cc w j WN U) z < C) C/) W C-0 (Y) NN V) 0 C\l -MOW Ld LLJ STEEL COLUMN SEE STRUCTURAL' -911" THICK x 7 1/4" ENGINEERED WOOD TRIM —.911" THICK x 7 1/4' ENGINEERED WOOD TRIM LL_ 0 7' .911- THICK x 7 1/4" D 1,-115/.- 'If,-Lilkirls C, ^k lcrm 11 r- ^vlllrlyll leNi lr_ .911" THICK x 2 1/4" ENGINEERED WOOD TRIM VIA F717/A Lo to 911" THICK x 3 1/2" ENGINEERED WOOD TRIM _.911- THICK x 2 1/4" ENGINEERED WOOD TRIM NOIGH 2x4 AND TRIM TO FIT PROFILE SPEGIAL SILL MILLED FROM ZxIZ (1 1/2" THICK AT CENTER -- 1" T. AT EDGES). COVER WITH ALUMINUM FLASHING - SECURED WITH ALUM. CLEATS AT EDGES) CONTINUOUS THRU 2x4 VERTICAL. MEMBER. PAINT EXPOSED EDGES 1x4 CEDAR CFLAT) BACKING AT ALL JOINTS IN SOFFIT MATERIAL 0.333" THICK ENGINEERED OSB SOFFIT MATERIAL STEEL RIDGE BEAM - SEE STRUCTURAL 2x8 BOLTED TO TOP AND BOTTOM FLANGES IN STEEL BEAM � � —PAINT EXPOSED EDGES THICK ENGINEERED 05B SOFFIT MATERIAL 0.333" THICK ENGINEER OSB SOFFIT MATERIAL .qll,' THICK x 1 5/8" ENGINEERED WOOD TRIM .911" THICK x 3 112" ENGINEERED WOOD TRIM SLOPED WOOD PLATE AS REQUIRED 2x4 BLOCKING BETWEEN VERTICAL 2x4s 15'-q-3/4' A.F.F. TOP Of RIDGE BEAM SEE STRUCTURAL 0.333" THICK ENGINEERED OSB SOFFIT MATERIAL 0.911"x 3.5" ENGINEERED TRIM STEEL RIDGE BEAM - SEE STRUCTURAL Zx4 BLOCKING BETWEEN VERTICAL 2x45 PAINT EXPOSED EDGES 0.333" THICK ENGINEERED 05B SOFFIT MATERIAL SECTION THROUGH RIDGE BEAM ENCLOSURE am& E T A I L _laowftft�_ rD'q`*N 1. 0 PROVIDE 3/4" EXTERIOR PLYWOOD AND ALUMINUM FLASHING WRAPPING AROUND ENE) Of RIDGE BEAM ENCLOSURE (EXTEND G- BACK FROM END) AS, 511OWN IN SECTION B/A32. EXTERIOR GYPSUM SOFFIT (FLAT) AT ___ A.F.F. DOWNSPOUT D E T A I L E T A I L 1) E T A I L D E T A I L DOWNSPOUT-'_ DOWNSPOUT 31 0 A:31 �A31 D" 0 i n 3 F�C,9 REFLECTEDCEILDN'"Gi PLAN SEE ALSO PLAN C/A_3-32- T Al --2x4 (FLAT) AT 1G" O.C. lx4 CFLAT) AT 1G" O.C. 2x4 CFLAT) AT 16" O.C. CAND AT ALL JOINTS IN SOFFIT MATERIAL) < < h- %Jv h- k -d 1� -t t X 0.333" THICK ENGINEERED N05B v-4 SOFFIT MATERIAL i I STEEL RIDGE BEAM - SEE STRUCTURAL Zx4 BLOCKING BETWEEN VERTICAL 2x45 PAINT EXPOSED EDGES 0.333" THICK ENGINEERED 05B SOFFIT MATERIAL SECTION THROUGH RIDGE BEAM ENCLOSURE am& E T A I L _laowftft�_ rD'q`*N 1. 0 PROVIDE 3/4" EXTERIOR PLYWOOD AND ALUMINUM FLASHING WRAPPING AROUND ENE) Of RIDGE BEAM ENCLOSURE (EXTEND G- BACK FROM END) AS, 511OWN IN SECTION B/A32. EXTERIOR GYPSUM SOFFIT (FLAT) AT ___ A.F.F. DOWNSPOUT D E T A I L E T A I L 1) E T A I L D E T A I L DOWNSPOUT-'_ DOWNSPOUT 31 0 A:31 �A31 D" 0 i n 3 F�C,9 REFLECTEDCEILDN'"Gi PLAN SEE ALSO PLAN C/A_3-32- T Al l.i.l Z W W p Z 0 ff W Z 0 V! � Z D Z I 2 a- WQ �z QQ Z (f)z 4 U} Q J U Ld ~ Z 0 _Q 1.�.i 4 Z CD C) "1` z W — 0r LLJ Lij z 0 L U) 0� C CO LIJ CO �tmtrneeti�+"`�` rri IU IQ C> w 0 r-4 ll�t 0 co r� v LLL o w Ljj cr_ s d ca v) L) --i J7 0 E"- o� to a J Q 71 0 U lit J) NARTHEX GALLERY 11 SECTION THRU NARTHEX VIEW TOWARD NORTH �E(-,TI0N THRU NARTHEX VIEW TOWARD 50LJTH _ 0�_, B T 0 N B UAL D0N G 5 E 0TO0 N �."j a 1. f ¢ r ,,.._ • 33 4 ��11 .j i $ I -- -L." l E i . . _ ) I . -i . _ . . f ! f l�•tij / �. - - \ ! 1 V f 1 WorF-5 ; I. E� 55 C-AlbL.� fZAl L W/ oz" $ 55 POSTS W1 3ZP r-11. .., 2, MOV I PE H 1 W M U H pcu bt-E. ZY 40 1 0C•#4. U W P FS VA H CST, 3, $eCuZe FabT 5A -SFE C --fl 0 [�A I L DL P TF,ILS i! • 1 1 = a i 5 i !,25, M41 !'M z PWD 51pes S "EAT 10 5t P90 AND TOP OF 'CA,c 1PENN05 ro 5T,AIR.S 11$k,145 r 5/�,WCTUkJK TKIM I A.' i "iw, 4,1 �,� C 0 T 15 $ E1 /4,e3/rfl__.14i� i NOT- ACCtfTED) 10'_7Y4' CHURCH S 1 SIGN G N P L A N 1/2" — 1' -- 0" ab - BOTH ME55AGE BOARD t_ 12'-0' [cl -- - GONGPETF SLAB APRON. - bEF STRUCTURAL FOR DE_TAIL5. SLOPE TO DRAIN. D U M P 5 T E P E N G L 0 S U P E P L A N 11/2" - 1' O" PIPE SLEEVE SET IN 5LAI3 TO I Ii G IVE CANE. € OLT PILGRIM LUTHERAN CH JRCH SUNDAY WORSHIP 8:30 AM 0:30 AM E L E V A T 1 0 N ab - BOTH ME55AGE BOARD t_ � jl OPENING AREA OF SIGN = 3.67' x B.O' = 2q.41G SQUARE FEET LIME5TON£ CHURCH SIGN lG L. .P ENG !- O a U P E _. -�► E N D 5 1 D E E L E V A T 1 0 N 1/2" - 1' — 0" BOTH SIDES ARE THE SAME GALVANIZED STEEL HINGE POSTS 1x6 CEDAR ON TREATED 3/4" FURRING BOLTED "1'O GALVANIZED 5TEEL FRAME. PROVIDE CANE BOLT FOR BOTH LEAVES. PROVIDE PIPE SLEEVE SET IN CONCRETE SLAB FOR CLOSET? POSITION CLH LEAF') AND OPEN CBOTH LEAVE57- PROVIDE GALVANIZED HASP FOR PADLOCK. EP0NT E L E V A T 1 0 N 1/2" = 1' — 0" GI-I�LLER ENCLOSURE 4' LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH S dJ 4" LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH 4" LIMESTONE COPING WITH SLOPED TOP -BRICK VENEER OVER - 8" CONCRETE BLOCK - BRICK TO MATCH MAIN BUILDING BRICK. LIMESTONE z 0 = LIMESTONE COPING WITH SLOPED TOP BRIGK VENEER TO MATCH CHURCH CHURCH SIGN lG L. .P ENG !- O a U P E _. -�► E N D 5 1 D E If L E V A T 1 0 N ARE THE SAME BOTH SIDES ARE THE SAME GI-I�LLER ENCLOSURE 4' LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH S dJ 4" LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH 4" LIMESTONE COPING WITH SLOPED TOP -BRICK VENEER OVER - 8" CONCRETE BLOCK - BRICK TO MATCH MAIN BUILDING BRICK. LIMESTONE z 0 = LIMESTONE COPING WITH SLOPED TOP BRIGK VENEER TO MATCH CHURCH CHURCH SIGN I I ! ! i I r _. -�► E N D E L E V A T 1 0 N 1/2" = 1' — O" BOTH ENDS ARE THE SAME D Q M P LER ENCLOSURE P E A R E L E V A T 1 0 N 1/2" �. 1` -- O" BOTH SIDES AND REAR ARE THE SAME GALVANIZED STEEL. HINGE POST — 1x6 CEDAR ON TREATED 3/4" FURRING €3OLTED TO GALVANIZED STEEL FRAME. PROVIDE GALVANIZED HASP FOR PADLOCK. - - I I ! ! i I r _. -�► / f I I i ME r _. -�► / f I I i 4" LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH / f I I 4" LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH jl / 4" LIMESTONE COPING WITH SLOPED TOP BRICK VENEER TO MATCH CHURCH 10'-0" FRAME G'-2' GAS STONY I -- - - _ - - - _ TFLR FLASHING � VERIFY ALL DIMENSIONS � � w �I AND DETAILS z I 3 FT. HIC41 STUD WALL WITH WINDOW SUPPLIER MORTAR NET ' � � V) WITH DW ONE i c s�rE Ld �� { GLL- Ly Qr SEE C�� �� k ; ' HEADER - SEE HEADED - SEE u 7/8" TJ WOOD Ja5T STRUCTURAL CA 5T0 i� STRUCTURAL ~ 1 I,i i }. i �, z If I } FOR DETAILS HANGER AT ROOF OVERHANG i 1 --- AND SOFFITS PROVIDE WEEPS (� 10,_0,. FRAME o E . JOIST AT 24'" 0_0. 0 i'�' HANGER 3 i I _ ; G'-2' 1'-11• i _..__._ 9 0„ i z S.A.G. o I , ; : THRU-WALL _ FLASHING - ---- ---_. _---------- - - -... - - - r ! 1 _ BAGiCER ROD i 12 \ ° AND SEALANT z BACKER ROD to Z ;_4 LLJj I i u AND SEALANT RETURN DRYWALL AT HEAD RETURN DRYWALL AT HEAD AND SIDES OF WINDOW AND SIDES OF WINDOW l V) o OPENING OPENING u r J, J -MOULDING GASING BEAD ! i ----- J -MOULDING GASING BEAD 4 0 o ; —CAULK ! CAULK of - I aD p 5 10Y?,' 5'-10Y?' o U Q FRAME FRAME WINDOW HEAD SECOND FLOOR WINDOW HEAD FIRS FLOOR � � z 1' 11 '/4 1 11• 3'/4� 1'-11' 1' 11 3/4" 1"--11" '/�4"" I! II if E T A I L t$ D E T A I L ieD .............. _--- --- - -- - I _ 3Z �z �;. 10 ll 7/8" TA WOOD JOIST ! to CAULK CAULK LL - I � -01 , m Now r��.a In , i I L—IL-1 LJL --T S.A.G. 3 Y2 Y2, _._ FJ BACKER t`OL� -� BACKER(��_� rt_._.--�_ .��. _ - 3 _ AND SEALANT '~- A__..� _�,, ._---- AND SEALANT `- - a.I_1 .._ n w — — - - ----- 0 �3 # a HEAD _... E �,1 rL O LII1F5TONE SILL- -- _-� __ - LIMFS)TONF StL(--- FRAME__ _ _____ FRAME ,- - `-' `� J -MOULDING CASING LK GAU BEAD -- --"_ ���- � J -MOULDING GASING BEAD C�3 3/��__..1�11� PROVIDE PLYWOOD 2 f 6 -- PROVIDE PLYWOOD Z ° ` ``e �13LOCKING S REQUIRED �g �ESLOGKtNG A5 i:EQUIRED 12 17 \ 3 O 2 —. Ln 2 N -- CHRU—WALL- b TIIRU-WALL �. FLASHING PROVIDE DMP--..__ --- FLASHING n I ! W W I Kz I - r i� \may\{ 4+ a a' �LZ E� PROVIDE t�f:IP WALL _ �_ � i v _ _ -.__.-- 7 _ ,---- , -= — ,- -' __ _ _ ___-�_----________. _ .__, _ ____ _ _. PROVIDE PLYWOOD t�3 / _ ___ _ _...__._.__� ___.__ �__.____.__-�_- _ -EVIDh PLYWOOD rn �`' % �' BLOGWNG AS REOUIRE.D THPU- BLOCKING A5 PEQUIR.E_D 0 �- �� t 0 0 j / r. / �� /` _ WALL :1 n FLASHING G 'j rp / ♦ _ SH - A iN 5 \ 5 5 ♦ - 3 5 .3 3 /a j 1 / 2 /g 5Y/Z" �3 /g i /n 7' fa 552 �C X .t _ i , ...,rim75 .k.._— .,__...._._........_,_._ ,......__—._.___.__._—._ _ / ___,�.....'7� i FRAME FRAME �- SEI; STRLIG1URAL DRAWINGS ;'; �<. ? � �''v �co 1"-11" 3/4- 1 -:L1' Y� i1 '/4• 1'-11' '/4 '1 11` ' e _ _._ I FOR DETAILS OF FOUNDATION GAJt' aTONF �:_ ____..___.____.__.__..__ _.___.._--___ _.� _ , �/� CASTSTONE ! ; _----_._-_..__. __�___ _ ____ ` �. " THiGIt � ,\ � __ 2,. THICK 11 AND CONCRETE: 5LA[� �'`� INSULATION BOARD % .% : / ��` ��: ��' ; , INSULATION BOARD `�� 12 32 cc -WIN CSW ILL. 51-- �/0ND ^F Ir OR WI�(1�C�W SILL FIRST FLOOR - - w It w Lj T A L L) E T A L _ o 11 ` E c CC i WINDOW L V A T 1 N �4 1/2"' = 1' - O PROVIDE PLYWOOD-----__ U) PADDING AS REQUIRED � uj •�, 50LID SURFACE WINDOW '�� ____.. , .. � _ .._........__. 5�1�001_ -BELOW. _...._._._.._____ _._........�_-- EASE [�DGES �----J C'� AND OUTSIDE CORNERS -- -- J -MOULDING CASING BEAD 2 CAULK 401 woomm -- — — - w BRICK- \LENEER C5"r 5T NF i 13RIGK VENEER_ G _ - _ s ii " PROVIDE PLYWOOD PADDING A5 REQUIRED ''r3�,7�i131i :1AS` BACKER ROD _ 3 AND SEALANT - i 8x8 G.M_U. � � / a SEE; STRUCTURALIn - LIME B DNOw SILL-- G 1L1.- f / ) - - C 5T 5T NE V-4 , - -- ---- - -W �-- / WINDOW \JAMB FIRST FLOOD C) T Y P I A L W I N L V A T I N 5— E T A I L / - --- -- BRIGK VENEER PILASTER j - - A3G w '_ / rLd -- - / VERIFYY.VERIFY ,12 12 / ROOF STRUCTURE cr_ w w Q r / � tr 0..333" SOFFIT MATERIAL Z Q w z a ! 2 O a WRAP z BLOCKING AND SHEATHING i WITH ALUMINUM BRAKE -METAL ' ENCLOSURE w Q f11� U Z ! 12 0 Z i O ..nn If z 0 .n 1 •L_• O Vz ' Q i1i fl z z I 1� p w PROVIDE PLYWOOD BLOCKING ; ' 2 8 ; I L1? 0 AS REQUIRED I J �– _j �, wQ F— ti° > `n °- > ALUMINUMSASH 0 ' Q CV to fl N . c\t v M 0 N Q Z t � t� N RETURN DRYWALL AT HEAD Z: 'r AND SIDES OF WINDOW EXTEND ALUMINUM UNDER 4 z OPENING WINDOW SASH - SECURE WITH STAINLESS STEEL FASTENERS (� WINDOW HEAD �.-- , E T A I L G„ _ 1' _ O,: \�kA 7 2x8 RIPPED TO (�-' WIDE WITH 1/?"' EXT. PLYWOOD C� co EXTERIOR --_.__�____.__SEALANT _ C)A �� O WRAP BLOCKING WITH ALUMINUM BRAKE --METAL z y Z ENCLOSURE- Q : , j SPLICE PLAT. SET IN SEALANT AT JOIN'T5- < I.5_ EXTEND ALUMINUM UNDER �,�-� /-------- - — WINDOW SASH -- SECURE � � �J � r.- �`' WITH STAINLES 7 STEEL �'-'' � ` FA 5 fENL R 5 2 ST!_El_ TUL3E AS SANCTUARY WINDOWS NARTHEX WINDOWS SSE STRUCTURAL ____ ___ ____ / ---- - ------ EXTEND ALUMINUM UNDER ALUMINUM -FRAMED 'I" THIGK INSULATED GLASS / WINDOW SASH - SECURE CWITH OPALESCENT GLASS INTERIOR APPLICATION by OTHERS). NARTHEX REQUIRES 4 SEGTIONS TOTAL --- � C' � —�__ - WITH STAINLESS STEEL SANCTUARY REQUIRES 4 SECTIONS TOTAL TWO AS SHOWN --- TWO MIRRORED. � FASTENERS A,� ' / / � � 'TWO AS SHOWN - TWO MIRRORED. NARTHEX SAME AS SANCTUARY - EXGEPT �� ®' - . ___._�. _..__ __.__ �_ SEALANT ` �� ��� IT HAS NO OPALESCENT GLASS. / `�" NLJuWEL UN V N" I wl LVATI A WINLJUW ELF "ATly" -Y-7 z � ��f �2"' THICK EXTRUD> D ;l , f - - - % `�� r -_ A / _ JT3 _ _.__.. PROVIDE PLYWOOD PADDING - /� POLYSTYRENE /r _ f A5 REQUIRED ,> / ��`�� - �C` / ♦ - " �___ _ _ - -- __ —WRAF' POLYSTYRENE WITI-E ALUMINUM BRAKE --METAL- _ ENGLOSURE. r SPLICE PLATE 5I:T IN SEALANT --- GENTER MULLION AT JOINTS. �� ` I- w Lu I— t- I� 12 O BRICK VENEER _ °i.._ 6RIGIC VENEER Lu � oa aeL - CAULK •' - __ EXTEND FLASHING UNDER 0 SOLID SURfAGC -- — __ WINDOW SASH - SECURE WINDOW STOOL _ WITH STAINLESS STEEL \ '� FASTENERS � t9 . [ALU MINUM - . SASH ., SEALANT \ L –" 10 LY2: - [ _ -�-GOUNTERFLASHING 1.x4 HARDWOOD TRIM - - -- -_ - 6 STEP FLASHINGtv SACRISTY WINDOWS ; ;1 - _ ' ell ALUMINUM -FRAMED 1" THICK INSULATED GLASS. - HARDWOOD VENEER 8" STEEL STUD PLYWOOD ; I j SEE STRUCTURAL f WINDOW E L 0 too 1 "' k&v#* ATION 5/S"" DRYWALL - BRICK VENEER - � 1 CAST STONE Lu 13RICK VENEER - - is t _ RIP 2x10 AS REQUIRED - I 'f ROOF STRUCTURE OfLn SAGR15TY OR PORTE COGHERE SEE STRUCTURAL - - - — WINDOW 511-L � W I N D 0 L E V A T 1 0 N �N D E T A I L 1/4" 1' 0Ll s G„ 1" _ O„ A37 �_ c C LAJ W a N W rr r_ V. 8,.T 10 V 71 IN W � P, 7 X 102 ax e 0A K_1/._ b-, A H C, E, \AII j y. oil ILI -7F N K FA! E: ------ 61 I i P, r.nFFFF I I IIN TO 1, -L -E T 123 r, L E-A V- I r- Y 33 24 F cs 0� C4 0) L f f i�N 0 5P LAS H 5% 2 L 11 CW�A IL - VC -2.1 F y I L E V A T 1 0 G0i4714UOU5 I -A (o l OA4. VAA4C& !rc 7 tf r F 4e' Y Gr C M 411 A I 1 �AS El 24 2l IF G�-RSS�DOM 13� Wo 1w aye 1- ^1-6 FF. w .. V -M,. V --t. I- f --t.. c A I � In CLEAR- - VM1 FT 19 a K K 149 ff (f) w Z Q C)fr Z Q w f- a z z 0 V z wQ U Z •� Q Q Z t� o ([/�jJ to z Vf'� ` �/ / s ._.1 U 0 �— Z =Q dz Z 0 a DS �f4 r F 4e' Y Gr C M 411 A I 1 �AS El 24 2l IF G�-RSS�DOM 13� Wo 1w aye 1- ^1-6 FF. w .. V -M,. V --t. I- f --t.. c A I � In CLEAR- - VM1 FT 19 a K K 149 ff (f) w Z Q C)fr Z Q w f- a z z 0 V z wQ U Z •� Q Q Z t� o ([/�jJ to z Vf'� ` �/ / s ._.1 U 0 �— Z =Q dz Z 0 a C-Of4TljWS -U O -U I % � 27 F- 15) 0- m 1790 1 F I E V A T N T. I -A G OA 4 %/A L, A, W r- M D -PT if vAtkAwr,�-� fb'=14 IN4 1, loll 2/4 -Fr Wit 411 17 14 PWO .117 -- (I W tlsT El 0 4T. v E T I L S I I /a 11 , 11,011 WaS 'r r2l 7� I - T E E NJ A R L A Z 13 0 C.L.,EAP-- VeRIFY JI / III �_l -C LAS S M S 210 212 1 12 r - I t L E V A 7 1 � "1 5 K � 1� y \A/ 0 � K. K 0 0 H 219 CLeAV.-VaRAFY F, M, 22 ff u . . . . . . . . . . . . TT-- if vAtkAwr,�-� fb'=14 IN4 1, loll 2/4 -Fr Wit 411 17 14 PWO .117 -- (I W tlsT El 0 4T. v E T I L S I I /a 11 , 11,011 WaS 'r r2l 7� I - T E E NJ A R L A Z 13 0 C.L.,EAP-- VeRIFY JI / III �_l -C LAS S M S 210 212 1 12 r - I t L E V A 7 1 � "1 5 K � 1� y \A/ 0 � K. K 0 0 H 219 CLeAV.-VaRAFY F, M, 22 ff u SPECIFICATIONS CUSTOM CASEWORK 1. GENERAL SCOPE OF WORK: Furnish and install cabinets and tops for Kitchen (162), Narthex Activities Desk, Coffee (103), Sacristy (118), Toilet (123), Classrooms 125, 126, 127, 128, 131, 133, 136, 210, 211, 212, Family Kitchen (129), Secretary (147), Workroom (149), Library (217), Teen Area (213), Library Work Room (219), Large Conference Room (220). II. Work by Others 1. Vanity Counters: Restrooms 132,134,155,157 will be furnished and installed by the G. C. 2. Appliances: Ranges, Refrigerators, Freezer, Microwave Oven/ Exhaust Hood, Disposers, Wall ovens, Dishwashers, Sanitizer, Warmers will be furnished by Owner and installed by the G.C. 3. Kitchen Exhaust Hood: will be furnished by the Owner and installed by the G. C. 4. Three -Bowl Sink and S.S. Shelf: Sanitizer unit and Stainless Steel Counter in Dishwashing 160 will be furnished by Owner and installed by the G.C. 5. Continuous %" x 5-1/2"" Oak Valance and its blocking, will be furnished and installed by the G.C. 6. All Other Sinks will be furnished and installed by the G. C. (Cut -Outs by the Owner's Cabinet Contractor.) 7. (Casework Contractor shall verify all appliance sizes and installation requirements with the Owner.) 111. Submittals A. Product data and installation instructions for each type of casework specified. B. Shop drawings showing location and size, accessories, materials, finishes, and filler panel. Include fully dimensioned plans, elevations, and anchorage details to countertop and walls. C. Samples for verification purposes in full size units of each type material indicated; in sets for each color, texture and pattern specified, showing full range of variations, 1. Plastic laminate, 12" square, for each type of finish. 2. Exposed hardware, one unit of each type required. IV. Product Delivery, Storage and Handling A. Deliver casework as a factory -assembled unit. V. Project Conditions A. Field Measurements: 1. Verify casework dimensions by field measurements, 2. Verify countertop size and shape prior to fabrication by field measurements after base units are installed. B. Comply with manufacturer's recommendations for optimum temperature and humidity conditions during storage and installation. 1. Do not install cabinets and countertops until required temperature and relative humidity have been stabilized and will be maintained in installation areas. 2. Maintain temperature and humidity in installation areas as required to maintain moisture content of installed cabinetwork, V1, il{lateirigls., General A. Particleboard: ANSI A208.1 rnat--formed particleboard, Grade 1-M-2? with rninimum density of 40 pcf, internal bond of 60 psi, and min1mu111 screw --holding capacity of 225 lbs. on faces and 200 lbs. on edges. B. Solid wood: Clear, dry, sound, and free of defects selected from First Grade lumber (NHLA), of species indicated. C. Hardboard: ANSI A135.4, Class 1, tempered. D. Plastic- Laminate: NEMA LD -3, in thickness indicated and colors or patterns and finishes selected from approved samples. E. Stainless Steel: ASF A2167, Type 304, stretcher leveled, polished to AISI no. 4 finish F. "HA -T", channels: stainless steel, nominal 4"VV. G. Sheet stainless steel thickness: - 14 GA H, Hardware: 1. Klin es: Manufacturer's Standard Concealed Type 2. Latches. Manufacturer's standard 3. Drawer slides: Full -extension type 4. Pulls: 4" wire type. t1S26D (Dull Chrome) Finish. VII. Casework A. General: Casework for the project will have full -overlay drawers and doors. 1. Door Style - Doors shall be flush type. Drawers shall be flush. 2. Wood Species --- clear, red oak wood and veneer. 3. Construction a. Case -'/z" top, sides and bottom. b. Drawers - 3/" solid hardwood, dovetail joints. CABINET LEGEND General Scope of Work: Furnish and install cabinets and tops for Kitchen (162), Narthex Activities Desk, Coffee (103), Sacristy (118), Toilet (123), Classrooms 125, 126, 127, 128, 131, 133, 136, 210, 211, 212, Family Kitchen (129), Secretary (147), Workroom (149), Library (217), Teen Area (213), Library Work Room (219), Large Conference Room (220). To (Ali furnished and installed by the Owner's Cabinet Contractor) 1. PL -1 Self -Edged (1-112" T) 2, PL -2 Full (1-1/27) throughout. With PL Backing Sheet. 3. SS -1 Welded Stainless Steel Construction throughout with S.S. Channel Stiffers and Intergrai 1-1/2" Front Edge and Sides and 3"H by 3/"T Backsplash. 4. SS -2 Welded Stainless Top laminated over 1-1/2" T, PWD Backing c. Shelves - (Library shelves) - 3/" red Oak Veneer PWD, (all other) Notes: melamine covered, 5/8" thick. i 1. See Specifications for manufacturers, details, and models of all casework. d. Adjustable shelves: "hole and pin" type. 4. Finishes -Ail exposed surfaces: stain finish with clear casting of varnish 2. Verify all dimensions and conditions at jobsite before ordering or fabrication. surfaces: clear, natural finish maple. 3. Verify appliance sizes and requirements with Owner. f 5. Trim - Solid wood - Red Oak 4. Provide fillers ("F") and scribe pieces as noted and required. VI11. Countertops 5. Numbering System (Wood-Mode/Modified) Wall (nominal 13" D.), Base (nominal 24" D), Tall (nominal 18"D. or 12" or 24" D. as noted. A. Plastic Laminate: High-pressure plastic laminate, 0.50" thick, General Purpose First (2) numbers indicate width, second (2) indicate height. Type (GP50). B. Stainless Steel: Fabricate with 3" x W T Square Edge Back Splash and 1-1/2"T. Edge. Form S.S. over Plywood Backing to form a Flat Buckle -Free Surface. C. Substrate (Core) for Exposed Surfacing Material: Particleboard. D. Countertop Configuration: Provide P.L. countertops with the following front styles CABINET LEGEND (nose), and backsplash style, unless otherwise indicated: 1. Front Style: Square 1-1/2" plastic laminate. 2, Backsplash (End Splash) Style: Square 3/4' plastic laminate - 3" High. E. Countertop Thickness: As indicated, or, it not indicated, not less than 1-1/2", with substrate (core) not less than 3/" thick. Vanity Tops and Kitchen Pass -Through Counter and Cantilevered Ends of island - full 1-1/2" thick throughout. IX. Fabrication (Cabinets) A. Fabricate cabinets to dimensions and profiles and details indicated. B. Assemble units in shop in as large components as practicable to minimize field cutting and jointing. (3/4" hardwood trim for Library shelving units shall be field applied after units are installed.) X. Fabrication (Stainless Steel) A. Fabricate tables, tops, and shelves to the profiles and dimensions shown (verified with field measurements). B. If field joints are required to allow access to the building, weld and finish to match those done in shop. C. Attach leg attachrXtent and "NAT" channels to stainless steel tops and shelves with threaded stainless steel studs welded to bottom of top. Secure with stainless steel cap acorn nuts. D. Weld all joints. Grind and finish all welds to match surrounding surfaces. XI. Installation A. Install cabinets plumb, level, true and straight with no distortion using concealed shims. B. Provide filler strips, scribe strips and moldings as indicated or required, and in finish to match cabinet face. C. Anchor cabinets securely in place with concealed fasteners, anchored into structural support members of wall construction. Comply with manufacturer'; instructions for support of units. D. Attach countertops securely to base units. 1. Spline and glue joints in countertops; provide concealed mechanical clamping of joint. 2. Cut out for fixtures and appliances as indicated; drill pilot holes at corners before making cutouts. Smooth cut edges and coat with waterproof coating or adhesive. E. Complete hardware installation and adjust doors and drawers for proper operation. Mark Designation Description Adj. Shelves Finished End Remarks _ r 1 - _ Plywood Front Panel (2) layers 3/" Oak PWD - cover w/PL 1 where noted. Run Grain Horizontally. 2 - Bracket - - (2) layers 3/a" Oak PWD (edged) 10"x1-1/2" x 4-1/2" 1.1/2"T 3 - Special Trim 1-1/2" x 3/"T - Oak trim _ 4 - End Panel (2) layers 3/4" Oak PWD edged w/1-1/2" x 3/" Oak 5 Aron 3/a' Oak PWD - 4" Wide 6 133D1828 Base Cabinet w/3 Drawers _2 3 Cam Locks__ - 7 W3030_ Wall Cabinet ^ � T 2 _8 W2430 _ Wall Cabinet 2 9 82D3034 _ Base Cabinet w/2 Drawers 10 BSB2434 -� Sink Base Cabinet 11 TAL2184 Tal) Cabinet w/1 Fixed Shelf_ _ _ _ 7 24" Dem-----_____.___.____ -12 B2D3634 Base Cabinet w/2 Drawers _ ?__ 13 BSB3634_ _ Sink Base Cabinet 14 W2424 _ Wall Cabinet _ 1 15 16 W2424 � B4832 -Wall Cabinet Vanity Counter 2 -- (2) Layer 3/a" PWD (Oak if exposed) Edged Side Panels. 3/" Oak PWD Apron 4"W Y2" Oak PWD Back -__-o 17 W1530 � - Wall Cabinet -- --- ----2 ----- -__-__-_ 18 W3630 Wall Cabinet _ -- 2 - _ 3/" Oak PWD Apron�Wide 18" Dee 19 20 _ 34" W Knee Space TAL3684 Tall Cabinet w/1 Fixed Shelf I 7- TAL3684 Tall Cabinetw/1 Fixed Shelf 7 BSB2134 Sink Base Cabinet BID1834 Base Cabinet w/1 Drawer _ S8" W Knee Space 13I1)243_4___ Base Cabinet w11 Drawer _- 1 BID 2734 v Base Cabinet w/1 Drawer _ 1 TAL3384 Tall Cabinet w/1 Fixed Shelf_ - 7 �_-- - 21 22 2:3 24 25 26 27 18" W Oak PWD Apron, &"W 1 13" Deems -- -� 28 29 30 31 TAL3384 W2736 B3D2428 B2FD3634 Tall Cabinet w/1 Fixed Shelf Oen Shelf Wali Cabinet _ _ Base Cabinet w/3 Drawers Base Cabinet w/2 Lateral File Drawers 7 3 .1 _-� 1 18"--- 18" Deep, 24" Deep Finished End. Lat. File Hardware. (2) Cam Locks _ _ -- 32 _ Existin Desk_ 33-- Angled Wood Counter Support 34 \63930Wall Cabinet _ 2__--- _ 35 B2D3934 - _ _ _ Base Cabinet w/2 Drawers" __- 2 36 TAL3084 - Tall Cabinet Bookshelf 5 12" Dee _-_- 36M TAL3084 _ _ Tall Cabinet Magazine _ _ ___ Ma azine Shelves - - 37 W3315 Wall Cabinet 38 W2130 Wall Cabinet - 2 39 W3318� Wall Cabinet -� ��- - ._ 40 W2430 Wall Cabinet 2 _ 1 _- 41 W3018 Wall Cabinet Exhaust Duct up through Cabinet 42 W2430 _ Wall Cabinet 2 1 43 BID1834 Base Cabinet w/1 Drawer 1 _- 44 BSB3334 Sink Base Cabinet - 45 84131834 Base Cabinet w/4 Drawers 46 BTB1234 Tray Base Cabinet 47 B2D3634 Base Cabinet w/2 Drawers 1 1 48 W3030 Wall Cabinet � 2 1 49� BSB2434 Sink Base Cabinet 50_ BSB2134 Sink Base Cabinet 51 - W3330 Wall Cabinet 2 52 W2130 Wall Cabinet ---_ _� 2- 53 22" U.C. Refrigerator Space ----- 54 BID2434Base Cabinet w/1 Drawer 55 W2730 �~ Wall Cabinet 2- 56 W1833 _-w Wall Cabinet -- - 57 _ _ W1830 - Wall Cabinet__ -A ~ M1r_ _ Exhaust Duct up through Cabinet - _ 58 BT81234 Tra Base Cabinet�- 59 B1234 Base Cabinet 60 30" Space for Sanitizer 61 W3630 Wall Cabinet ' !� 2 2 62 W3630 Wall Cabinet - �~ � 2 1 63 W3330 -- _ Wall Cabinet 2 2 64 W3030 Wall Cabinet _ 2 _ - 65 Base Cabinet w/2 Drawers 1 66 _B2D3334 BCT3034 Base Cabinet I Coote- 67 6"F . 6" Filler Panel Duplex 110V Outlet 68 BID2734 Base Cabinet 69 BID2734 Base Cabinet w/1 Drawer 1 1 70 B2D3334 Base Cabinet w/2 Drawers��- 1 71 B1534 Base Cabinet_ 2 _ 1 72 -73 74 75 133334 � 83634 134131534 134132134Base Base Cabinet �. Base Cabinet Base Cabinet w14 Drawer_ Cabinet w/4 Drawers 2 2 -_ _- 76 BID2434_Base Cabinet w/_1_Drawer _ 77 BID3034 Cabinet w/1 Drawer 78 BTB2134 _Base Tray Base Cabinet 79 TAL3384 Special Oven Cabinet_ 1 24"D. Double Oven plus Warmer _ 80 TAL3384 Special Oven / Microwave1 24"D. Microwave / Oven / Warmer C_ 81 BiD2134 Base Cabinet w/Drawer it c 0 ITT I 11�1 U, P A L a Y4 n �T L) U I v 11 1 1 VY OAV� Iro s OA I r zv (n r 1. "71 tl T it c 0 ITT I 11�1 U, P A L a Y4 n �T L) U I v 11 1 1 VY OAV� Iro s OA I r zv (n r 1. "71 "F A P J A C E �1 V A LA 1-1 c e POAf',�6 I T 1-4 ID Jv 0 1 CAP LAS, 7T _q I. o T ' -- — - ---- --- I It' !Z "'vz I I71 iil r' f I lI ' - ). 11 if s FE p�z 0 -F/� , J,, i I � 4-, A L 1,- E Y U 1 6 i I H:A f'. E T 6rLJ A K D 9 A I I-, JiA I-- I ZA j 1-t'1 0 Ll 1-1 011 CA, p .......... !-Ir I W U 0 �U A i� A W C � I. IT Tf _Ilr o V D P -A wo rc vT 1i 9 1 . I /Z 1 �l -r If JT I -7-7- . ...... IT T6 L 0 T -- ------------------ 0 6 E & Ii IIf if I T -T wi I aA r- T;4 Vf D- OR K 0 W po o P, v. ------ - - ----- VA4z') 1/011 11 " Oil /�-, -r;,\ 5111, (1.r'mt�rvl fl i-" j. llttj ITF; F, 1 -JI P V4 c- A- L }1 „ J) FUP-14(vii AH�` 1 k1STALL - tom; 1 1- r- �4 T rf jI it 0 0 !rd L", (D COI -17 I H'WO 1OA I - ------- ----- :--- IT IT I Al 3/4 H 4-7al- 4- Ta CA V- T i M 1z 1)c 7 _[-1 -1- 4- 1 'o s FE p�z 0 -F/� , J,, i I � 4-, A L 1,- E Y U 1 6 i I H:A f'. E T 6rLJ A K D 9 A I I-, JiA I-- I ZA j 1-t'1 0 Ll 1-1 011 CA, p .......... !-Ir I W U 0 �U A i� A W C � I. IT Tf _Ilr o V D P -A wo rc vT 1i 9 1 . I /Z 1 �l -r If JT I -7-7- . ...... IT T6 L 0 T -- ------------------ 0 6 E & Ii IIf if I T -T wi I aA r- T;4 Vf D- OR K 0 W po o P, v. ------ - - ----- VA4z') 1/011 11 " Oil /�-, -r;,\ 5111, (1.r'mt�rvl fl i-" j. llttj ITF; F, 1 -JI P V4 c- A- L }1 „ J) FUP-14(vii AH�` 1 k1STALL - tom; 1 1- r- �4 T rf jI it 0 0 !rd L", (D COI -17 I H'WO 1OA I - ------- ----- :--- IT IT I Al 3/4 H 4-7al- 4- Ta CA V- T i M 1z 1)c '"USHER'S STATION"" LTERNATE A4 ,BASE BID, ALT NORTH ELEVATION IT2 1/4" = V D" ALT. A4, BASE 131D 13ASE BID ­U5HER'5 STATION - A4 ,jBA5E BID,, ALTERNATE A4 ITZ 125 124 123 I I u Li 1 MAI --1-7 131M AI TCC1AlA TC AA NORTHEA5T ELEVATION MIRRORED = NORTHWEST 1/4" = V - D" ALT. A4 BASE BID A4 t -J SOUTHEA5T ELEVATIONSOLID SURFACE TOP ( _j!2 3)_ AND METAL STUD / DW MIRRORED SOUTHWEST WALL BELOW ARE INCLUDED 1/4" 1' D ­ IN THE BASE BID r V if L�A A 1-2) J, I I II Ifs I- it -/4 I N L_ sr u � I, I � I i � 1 �T C) c A\ D(l pplri Ap F j E4 pow T �f { f It I � j ] I I` w I I , 1 Ii -JT f7- I EWE b".x".. 4 J_ Ty I oz ­_ t, rt lit ALL PANELING SHALL BE 1/2" THICK d c m u c 1!, 1.1 -T, L C r D d d I, To boT ft,5z; p 0 1) F C::f L A5 7. 131 � III r 11 \ I ro2 111V 9 ITZ , 2 I I 181 183 � 3/4" x 5 1/2" OAK NORTHEA5T ELEVATION MIRRORED = NORTHWEST 1/4" = V - D" ALT. A4 BASE BID A4 t -J SOUTHEA5T ELEVATIONSOLID SURFACE TOP ( _j!2 3)_ AND METAL STUD / DW MIRRORED SOUTHWEST WALL BELOW ARE INCLUDED 1/4" 1' D ­ IN THE BASE BID r V if L�A A 1-2) J, I I II Ifs I- it -/4 I N L_ sr u � I, I � I i � 1 �T C) c A\ D(l pplri Ap F j E4 pow T �f { f It I � j ] I I` w I I , 1 Ii -JT f7- I EWE b".x".. 4 J_ Ty I S A 1\1 C T 1j V f _.�� ..,j .., i /p -r; ft 4 1-4"TC4411 1 -'14 OAK, I 'T" ------- ---- Ii AND IN51-ALLED BY GG rt lit ALL PANELING SHALL BE 1/2" THICK d c m S A 1\1 C T 1j V f _.�� ..,j .., i /p -r; ft 4 1-4"TC4411 1 -'14 OAK, I 'T" ------- ---- OWNER AND IN51-ALLED BY GG rt lit ALL PANELING SHALL BE 1/2" THICK d c m u c 1!, 1.1 -T, L C r D d d I, To boT ft,5z; p 0 1) F C::f L A5 7. 131 � III r S A 1\1 C T 1j V f _.�� ..,j .., i /p -r; ft 4 1-4"TC4411 1 -'14 OAK, I 'T" ------- ---- lxc 131L oa J!, 1 w G P c CA FW r? APN-1ED TF -MA OWNER AND IN51-ALLED BY GG rt lit ALL PANELING SHALL BE 1/2" THICK d c m u c 1!, 1.1 -T, L C r D d d I, If 0 1) 7. lxc 131L oa J!, 1 w G P c CA FW r? APN-1ED TF -MA GROSS FURNISHED BY OWNER AND IN51-ALLED BY GG IL ALL PANELING SHALL BE 1/2" THICK d c m u c 1!, 1.1 -T, L C r D d d I, If 0 1) GROSS FURNISHED BY OWNER AND IN51-ALLED BY GG IL ALL PANELING SHALL BE 1/2" THICK OAK PLYWOOD 1/2" SOLID SURFACE SILL AT WIND(DWS 7. 9 3/4" x 5 1/2" OAK 3/4" x 5 1/2" OAK C) 3/4" x 2" OAK CAP Ld omm 0 0 3/4- x 3/4" x 2- 01 2" OAK GAP 60 _j LL -1 'N rin -1 1 - >_ _Jtu 12 12 G Q__ (L 0 ki) a_ CID Y?"GAP Y"GAP Y� YZ-GAR , Y --"•G p b(i- EQUALJ EQUAL UAL EQUAL �E2 EQUAL QUAJ, EQUAL Ea 7 SAL T "B" _c A" PANEL 40 --�3/4­ x3Y2' W OAK CTYP) ------ / 'IT'2-\ 0 -. — - 1 I T11 CHANCEL PANELING I T 1-4 F I F X/ A T I to\ ki LLN I 4:_ 'IT 3 1 if a 1�11 Nvl__� �/>q- 7 G. F111-L. S I -Z, J A 1,T, A- AD FWD 'vVA A L A 1, P P 11 A 5 E C 0 1� "i) J -f WA L,5 AOD Akel- q 10A 177) It I Ito rp7 T-- 0 P RAIN:' 9 q F �Q-M5 E 70 1 afr_jF.P CA K. NV P 3/4 _14T �Aw ep , F p r -142'EPGTVzD OAV- FWD Al. Pc�op P/b b 1 FP,� TA 1 _;5 T 6-,-3141-)4- 054" ��ffVAT I 01� 5tcTl 0, --(?; 'T 5 A IJ h L i ww z V) w Q cr Z 0 W z L% — Z V) V) Z LLJ 0 z < Zfh 0 V) z U) I 0 W O_ F - z ry z < C\, cl) C) co 0)( z _j uj < 0 [777 LL rv- CD < z Ld ElCL Lt CA< Lu Ile UJ n U) C) ((� LJ U) < IL q 10A 177) It I Ito rp7 T-- 0 P RAIN:' 9 q F �Q-M5 E 70 1 afr_jF.P CA K. NV P 3/4 _14T �Aw ep , F p r -142'EPGTVzD OAV- FWD Al. Pc�op P/b b 1 FP,� TA 1 _;5 T 6-,-3141-)4- 054" ��ffVAT I 01� 5tcTl 0, --(?; 'T 5 A IJ h L i ww z V) w Q cr Z 0 W z L% — Z V) V) Z LLJ 0 z < Zfh 0 V) z U) I 0 W O_ F - z ry z < C\, cl) C) co 0)( z _j uj < 0 [777 LL rv- CD < z Ld ElCL Lt CA< Lu Ile UJ n U) C) ((� LJ U) < ww z w Z 0 cr- w z z V0 ) zw Z z a_ W Z Z ao 0 Q U) F- 0 W F- z 0 0 W z < C\j (y) C) QD < L2" < C) z w Lli oc < 0 LL z ca LU ui U) CD U) UJ CD LO co CY) . .......... &i z 0 Of i6i 0 LLJ a_ C) in 4- 0"Ir 0 ik 1. T I D F__ WT E' A I- I- P F F_-, D T K_'J 1.vl 15 I p � � 11\1-. er- I)-- Z17________ Al' Aw,_' 71 QA K. it Z) PO W- OF V,_2 44� P. I -i [F. zj;': -_­ � " 1 CV -x V, _S/4 �4 r, j j-/1 OAK, FWP .511 t::�k Vii►STW )LAY rws lv/�. Ik" P%'vp CA K, P',41 D FULPI1" DETAILS... I 'All J M TF I El t f _TT_ 11,X Y '7 CAK, 4 V I �V/ is P V� E; s H 0 1� T I F, E L n 'JAPPLI TRlfci ;Ep l D r4, r,-, IA � WH -r T, 5(-)L�jo sugr-Ac.r�- -ro[7 1AI,T F�Asl P 9-4 In RE, D L i k:. P l P b f,Ml0 jj �PvvP'E' I J� [j i r,' Qq AIL' 0A. A Kz D _._.._ _ . _., __ - __ fix_ ± _ .;.-_ �t-._. till; I A 0 -- DJ U 57AF5 to W1,4 �Z4 P_ L A �J L E oil w w z 0 U) cr Z 0 it w z z 0 V) wU) zw z z W 0 z < 4 Z 0-0 U) z 0 V) ui V) _j �-- 0 W.< L Z T 0 Of z < C\1 co C) —It < z < z W LU 3: 2 Lli LJ U) EA 00 hL cr_ C'4 1 0-1 cc: ¢ T a- ra(n VOOK t KAP" E A GE ORIF5 _ HARDWARE -THICK- �� R MARK U l® LABEL rAR NUMBER WiDTIl HEIGHT NES MAT"L. � � TYPO WIDTH MAT'L. LATCH LOCK- DETAIL GLA55 LOUVER OTHER 5I~T 51=T 1/4"T GL -� DEAD LOCK PAIR HINGE5 CLOSER WALL BUMPI=R PANIC HDWE. PUSH/ PULL 5E FLUSH KIGi<--LEAVES BOLTS PLATEaTHER _ B' -O" 13/� B 4 �f� ` -_-_ 5 ! ! ! �` COORDINATE ELECTRIC STRIKE TI-iI�E31�tOLD WEATHERSTRIP E ALTERNATE AB FOR AUTOMATIC OPENING EQUIPMENT 3'--0' 5 PVOT 102 3`0" 8`0" 13/4 B 4 1/2„ t WN /4 TGL CYLINDER '/4" 05 PIVOT 2 2 • THRESHOLD WEATHERSTRIP 103 ; 3,-0" 8'–C)" 13/4 Aftj B 4 1/2 1/4 TGL AG 05 PIVOT ! ! ! THRESHOLD WEATHERSTRIP wtQ _q, ELECTRIC STRIKE 104 2 3.-0, 8,-0„ 3/„ 14 A 7 _/4 , AGS - 4 2 2 2 ® _r THRESHOLD WEATHERSTRIP- v -- ELI=GTRIG STRIKE 105 e _ _ 3'__O' 2, 8'_0,. _ 13/4„ D 4 1/2 ' 3 „ / 4 -- # 1"" TIGL CYLINDER I . DE :, - _ YL N 5 PfVOTj 4 054PIVOT 2 FL 2 2 2 FL 2 _ 2 FL 2 2 2 ! ! THRESHOLD WEATHE125TRIP REMOVABLE MULLION STABILIZERS FLOOR -MOUNTED DOOR CLOSERS ; . . y THR�Srt�LD . WEATN�ERSTRIP 111 THRESHOLD WEATHERSTRIP 1O7 3'-0" 8'-0" 13/4 B 41/2 1" TIGL YLINDE _- 108 1 3,e0. 8,-0„ 3/" 1 4�u 3 ,. A 7 /4#M YLINDE 2 ! • ®► THRESHOLD WEATHERSTRIP 1D9 3'--O' 7'-103/4± 13/4. r w B 41/2 — 1" TIGL YLINDE 05 PNOT 2 2 FL 2 THRESHOLD WEATHERSTRIP 1101 111 1 3'-O' 31--0' 7'-0" 7`--0" 13/4 13/4 Fly H 2 A 73V A 73/4. = • ® 11/2 11/2 • ® ® ® THRESHOLD WEATHERSTRIP THRESHOLD WEATHERSTRIP 112 3'--Q' 7'-103/4 13/4 B 41/2 ` 1" TIGL YLINDE O5 PIVOT 2 2 2 • THRESHOLD WEATHERSTRIP 113 1 3'-0"8.- 0.. 134 = A 7743 1=I 2 • THRESHOLD WEATHERSTRIP SIGN 114 1 3'--0' 8,_0" 1/4 H 7 A 7/4 GYLINDER 2 • • ! THRESHOLD WEATHERSTRIP REMOVABLE MULLION STABILIZERS " � � _ � _ � - ::. FLOOR -MOUNTED THRESHOLD WEATHERSTRIP ELECTRIC STRIKE COORDINATE % DOOR CLOSERS THRESHOLD WEATHERSTRIP 115 � 11G 1 3,�Q, 3'-'Q" 8,�0.. 8'- 0" _ 3f 4 13/4 - -. k � I ' �/„ D 4 2 � A 7 4 � � � � 1 f" 4 TGL AC CYLINDER 4 2 2 FL 2 • • • 117 --�. � 3.�0, 8,_0„ 13f4 • ,= B 1/. , 4 2 1/, . � 4 TGL 2 as plvoT � ® - � COORDINATE SEE ALTERNATE AS FOR AUTOMATIC OPENING EQUIPMENT 118 3'-C) 8'-0" 13/4 B 41/2 1/4 TGL _ ---_. --- 05 NOT ? 11�i �-- 3'_0' 8'-0" 13/4 " � _ � B 41/2. � , � � 1/4 TGL _ as PIVOT ! • --. _ _ ___ ____ _ _ ____ _-._-_._ __ _ ____ 120 1 121 1 3'-0" 3._0' 7'-0". 7,-0„ 13'/4' 13/4 ' 1-014 SGW A 101/4, A 47/8 �� WOOD• �' 11/� 11/2 ® • SIGN ----- _ - -- _ _ 11/2 HOUR 122 1 3,_0, 7'-D"13/4aGW A 47/811 WOOD • --W 11/2 - 123 1 3'-0' 7'-m10/4± 1'/4" WOOD G q7V WOOD 1/4„1 GL _. _ ---_ ._._ 2 ® -- ® ------ ® APPLY ALUMINUM STRIPS TO BOTH 5IDES OF GLASS TO DESIGN SHOWN _ 124 2 3' �--0' 7'-1C)3/ .,.13/,” 4- WOO C 47/8 � WO 1/4"TGL 4 _ 2 2 _ _ _._. __..-..._.._. APPLY ALUMINUM STRIPS TOv BOTH 51DES OF GLA55 TO DESIGN SHOWN 125 1 12G 1 :3'-�O' 3.-0. 7'-�1G3/4-� 7,_0„ 13/4 13'/4" VVOt�D,; SOW G ,�7/�' 11 q 1/4" WOOD WOOD 1/4"TGL • ---- 2 X1/2 - 1112 . ® ® ® ® __._.. APPLY ALUMINUM STRIPS TO BOTH SIDES OF GLASS -TO DESIGN SHOV1lN 1'-D" WIDE LEAF FIXED w SIGN 1.21 1- 3'.--0" 7'--0'- 13f4 'SOW ' '- A 4 3/4 WOOD PRIVACY • 128 1 ,--C)' 3'-0" 7'-0" 13/4, , SOW H q 1/4 WOOD 11/2 1'-D" WIDE LEAF FIXED 12 1 2 3' _0, ', -0„ 1 WOO . F 4 3/4` ` Wf O 1/4„1 GL AG 3 G z t _ ,��� A`.. ��Y �V STRIKE 6 GIS = GLASSI:QOM GR = GLA55ROOM 130 1 1.31 1 3” -0` 3'--0 7'-C�" 7'r-0 ' 13f4 , 13/4 SCW SCW E 3f4, E G3/4„ W1UD WOOD 1f4' �C;L OR �4E 1/4'T G I.- GR 11f 11/2 • 1.32 1. _Y-0" 7'-0"1'/4 SC�V�` A 4 3f4 WOOD��fVAGY SIGN GI' GLAS"�I,c Olvl GR = GLA55ROOM - *OR = CLASSROOM *GR - GLA55ROOM SIGN _CANE HOUR GR == GLA55ROC�M SIGN GR CLASSROOM �� GR = CLASSROOM .___ _-._---------------- 133 1 3' -0' 7' - 0„34" 1 3/4. SGW 5GW: A 4 34 , WOOD • /4 1 GL GR 1/4„TGLCR _) 1/4,rGI_ OR �- /4 F G L GR * x.1/2 ® ! -- _ 1 3 1. ..� -(�� . 7 --�0' 1 /4 F Ga /4 WOOD 1 /2 1'2 11f� 135 1 13G 1 2)',_0' 3`--0' 7"---C)" -/'-0- I%a ' SCW 50W 50W SOW E X3/4 E x,3/4” L- 4. /4 WOOD WOOD W009 137 1 3`-0, I' -0" -1 /4 1.38 1 3'--Cl 7'-- 0,, 1_��4 SCOW A � 3i4, , WOOD 11�z • • ® • 139 1- 31_0, -,7' --0 13/4 G 7 �4 1/4"WG 11/,2 • • 140 NOT U 5 E D 1 1_ •�' ' C)" 7,--n-, � - 3/ , : 14 -SGW, 1.42 1 `- (�' -�� ` 13f4 ` 1.43 1 3'-0-7'---0" . , 144 1 SCW L _ 3i4 . A WOOD 1/4F 1 GL OR ,TGL OR 12/z 11/2 •E WOOD SGW ` F r, 3/4 ` WOOD'/4' 11/2 1 /2 ® - - ---- ® --------- - 2 ---- SCW - E G-3/4" WOOD 1/4' , OR TGL �- r14G4 2 1 _ 3'-0" 3'-0. 7'-0" .7'-0'.13/4 1/4„Cf SCW F 4 3/4„ E G3/4'WOOD WOO �I/4 I GL 1/4 TGL __ __.— 3 2 -. 1 3.--_0, 7.--0:' 13/4”' 5CW I< G-/4" WOOD � 1/4� �T GL • 11/Z - -- -.., _.-._._ _-_ ___.,____--_ _ _ .._ - -- 148 2 3`--Q' 3'-0. 3'-0" 7"--0" 7,-0,. 8'-D" 13/4. 13/4 3/ 1 4 1 /4 SGf2) SG " HIS_' q 3i4 A q. 3/4 3 „ A 5/4 B 4 1/2 WOOD WOO 1/4 TGL YLINDE `l• • __��.. � 3 3 1/ a5 p{VOT 2 2 ` �� _ -_- - ! ®- - 2 -----F77 I DUMMY TRIM -- - SIGN _---- ONE HOUR FLOOR --MOUNTED DOOR GLOSER5 149 2 150 1 151 1,82. 1 3'---.C,�' 7'�-O" 1`f4A SOW A x.3/4 WOOD 11/2 -11/2 _-_- �- .__ ________ -_ 153 1 3'-_0, 7,W0,. 13/4 , SGW:. E 4 3/4" WOOD • • _ -__.. .-.w_______ _____-.__________.______..__._.____m_______..__-___._._.___.._____.___-____.__._.-.. ...,._______Y_. _ ___,________ __ �__.._ 154 1 3'---0' 7'--Q" 13/4, SCW ' A 4 3/4., WOOD ! _--_-- 11/2 — 155 1- 15C 1 3'�-C)' :3'-D- 7'--O" 7'-0„ 13/4 13/4" SO � SGW F G3/4. E 4 3f4' WOOD WOOD 1/4'T G L • 1/4 TGL • 11i2 11/2 157 1 3.-0, -7,-0,. 13f4' 5CW E 4 3V WOOD 1/4'T G L 011i? __ 158 1 3'-0' 7,-0" 13/4 SOW ' B G..3/4 WOOD'/4 TGL 0 11/2 • _- __ 151 1T 3,-0, 7'--0" 13/4' SOW E 4314` WOAD 1/4,,TGL 11/2 — 1GO 1 1G1 1 3'-0' 3'--0' 7'--0" 7'-0" 13/4" 13/4 5CW ' 5CW E 4 3/4 A 4 3/4 WOOD WOOD '/4'T G L • • 12 11/2 • _ _ _ _ -- - 1C2 1 3`--0' 7'-O" 13/4 SOW A 43f4 WOOD • 11f2 0 1G3 1 3'-0- 7'-0-' 1'/4"5CW E 4 3/4" /4 WOOD 1/4 TGL• 11i2 • 1C4 1 3'P -O' 7'-D" 13/4. SCW ' E G,3/4 WOOD 1/4„TGL 11f2 1G5 --- 1GG 1 5'--0” 3'-0' 4'--0" 7'-0" ROLL --DOWN SHUTTER 13/4" SOW A 4 3/4,, WOOD i 11/2 ® ® 0 SIGN 1G7 1 3,-0' 7.-0" 13/4"5GW A 44, W®aD 11/2 • ® SIGN 1 �ot3 1 3'� O 7'-0" 3 1 /41 - Cr 3 7 /4 #I<= " __--- - --_--_ 11/Z • • -- - - __ _- ONE HOUR 1Gq 2 3.._0. 7'_0.. 13/4 SGW ' A G3/4 WC)C3 • 3 • -________--_..____.______-_--_-_ 170 2 :3`--O' 7,_0" 13/4 ' BCW F �3i4„ WC)C3 2 1/4 TGL 3 2 2 yam. , L , , .. .., ,n:�. .�.Tom-'.. _._.-... .,. : R .s HA hE 5GHEDULE _ �� .rte.- CONTINUED DOOR TYPE ELEVATIONS AL = ALUMINUM BR = BRICK GF = CHANCEL FURNISHINGS CJ = CONTROL JOINT GONG = CONCRETE CMU - CONCRETE MASONRY UNIT GPT M CARPET CR - CLASSROOM C T CERAMIC TILE GW -= CASEWORK DW DRYWALL EX EXISTING F -+-I FURNISHED AND INSTALLED F GDW FIRE GODE DRYWALL FI_ FLOOR FR FIRE RATED FRP = FIBERGLASS REINFORCED PLA5TIG GG GENERAL GONTRAGTOR/GONTRACTOR HC FOLLOW GORE PL. = PLASTIC, LAMINATE PRI M PRIVACY PT = PAINT PWD = PLYWOOD PT RESILIENT TILE SAG = SUSPENDED ACOUSTICAL- CEILING 5CW = SOLID CORE WOOD 5P - SPRING 55 = STAINLE55 STEEL_ TGL = TEMPERED GLASS TIGL = TEMPERED INSULATED GLASS UN = UNFINISHED VII3 = VINYL BA 5E VWG = VINYL WALLGOVERING WD = WOOD WDP WOOD PANEL WGL = WIRE GLASS in G- G- it) AL = ALUMINUM BR = BRICK GF = CHANCEL FURNISHINGS CJ = CONTROL JOINT GONG = CONCRETE CMU - CONCRETE MASONRY UNIT GPT M CARPET CR - CLASSROOM C T CERAMIC TILE GW -= CASEWORK DW DRYWALL EX EXISTING F -+-I FURNISHED AND INSTALLED F GDW FIRE GODE DRYWALL FI_ FLOOR FR FIRE RATED FRP = FIBERGLASS REINFORCED PLA5TIG GG GENERAL GONTRAGTOR/GONTRACTOR HC FOLLOW GORE PL. = PLASTIC, LAMINATE PRI M PRIVACY PT = PAINT PWD = PLYWOOD PT RESILIENT TILE SAG = SUSPENDED ACOUSTICAL- CEILING 5CW = SOLID CORE WOOD 5P - SPRING 55 = STAINLE55 STEEL_ TGL = TEMPERED GLASS TIGL = TEMPERED INSULATED GLASS UN = UNFINISHED VII3 = VINYL BA 5E VWG = VINYL WALLGOVERING WD = WOOD WDP WOOD PANEL WGL = WIRE GLASS in 1441 it) AL = ALUMINUM BR = BRICK GF = CHANCEL FURNISHINGS CJ = CONTROL JOINT GONG = CONCRETE CMU - CONCRETE MASONRY UNIT GPT M CARPET CR - CLASSROOM C T CERAMIC TILE GW -= CASEWORK DW DRYWALL EX EXISTING F -+-I FURNISHED AND INSTALLED F GDW FIRE GODE DRYWALL FI_ FLOOR FR FIRE RATED FRP = FIBERGLASS REINFORCED PLA5TIG GG GENERAL GONTRAGTOR/GONTRACTOR HC FOLLOW GORE PL. = PLASTIC, LAMINATE PRI M PRIVACY PT = PAINT PWD = PLYWOOD PT RESILIENT TILE SAG = SUSPENDED ACOUSTICAL- CEILING 5CW = SOLID CORE WOOD 5P - SPRING 55 = STAINLE55 STEEL_ TGL = TEMPERED GLASS TIGL = TEMPERED INSULATED GLASS UN = UNFINISHED VII3 = VINYL BA 5E VWG = VINYL WALLGOVERING WD = WOOD WDP WOOD PANEL WGL = WIRE GLASS FIRST FLOOR DOOR AND HARDWARE 5CHEDULE CONTINUED THICK- NE55 TYPE WIDTH MAT'L. DETAIL GLA55 LOUVER OTHER HARDWARE REMARKS � .__ _ U.L. LABEL PAIR HINGES DOOR WALL BUMPER FRAME PUSHI PULL FLUSH BOLT5 AGG 55ORIE OTHER AVES WIDTH HEIGHT THICK - NE55MAT'L. TYPE WIDTH MAT'L. DETAIL GLA55 laOUVER OTHER LATCH- SET LOCK- 5ET DEAD LOCK PAIR HINGES Gl05ER WALL BUMPER PANIC HDWE. PU5H/ PULL FLU5H BOLTS KICK- PLATE OTHER 2.01 1 :3'-0 7'-0'- 13/4 SGW A 4 344 WOOD [MAIRKMHER 71 1 3'--Q' 7'-�0” 3„3„„® �,4 SGW E G /4 WOOD 3'--0' 14 TGL 13/4" 5GW A 4344. ® FLOOR _ � 2 � 203 204 1 1 3'--Q' 3'--Ol 7'._-Q" 7._0„ 1 /4 13/4' SOW SOW E E1/ 7 /4 7 4 WC�t I WOOD /4 CaL ] 2. 11/2 172 --• 5'--0" 4'--0" ROLL -DOWN SHUTTER FIM 205 2OG 1 1 3'__0' 31-01, 7'-0„ 71. _DO 13/4' 13/4 SOW 50W A A 72/4 71/4 WOOD WOOD 173 - 3'_0, 8,_0,. 13/4' B 41/2 • 207 �/ „TGL 3'-D' 1, --CJ" 13/4 SGW F q1/� 4 2 1/4„TCL 2 ® _ 208 174 — 4'-0"4'-0"7,_0„ ,. CASED OPENING �,, 4 4 WOOD WOC � 1/4. TGL - CR OR � 3 - , 1 z FOR BASE BID 1 -1774"A,1�� . 3 -0=,. 7. , .. 0 :, 1 /4 SCW WOOD 1 • �_ /4 rGL , ! 1 1 1 1 3'---0 3' ..-.0, _ 344 1 a 1 A E 4 3/4 ,, / 4 WOOD wool) _ v AOR ALTRNAT A3 PRIVAGY GI; �: 175 3.1/2 2 1,2 4'-0„ 7•_0•• CASED OPENING 3, , / 4 4 WOOD 1.2 213 3-0' 3 ---(�' �� �„ 7,�Q:, 7'W_0„ 3/,. 1 4 13/," 31,4 ' ° SGW E E 3, 'WOOD 4 G-3/4" WOf�I t� 1/4,.TGL _ __. _._. 14 i _ 4 CaL_ _._----_--_.__- _- GFS � ------ 11/2 FOR BASE BID ---- _ - ---- 75A` 1 SI;W SOW _ GR 1 SGW A ; 4 / WOOD E G3/' �, /WOOD� WO 1/4 TGL 1 3. ;, ® - FORA LTE N TE A3 2.1,.4- 21.5 1 1 1 3'---0' OR GLA55ROOM DUMMY LEVER. DUMMY LEVER ------- . ---____---- DUMMY LEVER DUMMY OR GLA55R(OM______.__.__�.___-____ ONE HOUR --0' 3'--_0, 7,-0„ 7'_--0., �/ 1 4 3 " 1 /4 M: SC G E 3'' 7/4 3 " �, /4 .s Qi�D 1/, 4 WG •" 1 ,4 TGL OR 11/2- 12/2 lM=.. ^{1 J�} T OT B 51 "f` S LD W . Th.. R _ I FC R 1, �% rt A I� 1 1. HL !';LRIA _ 1� A 21c�Y 217 1 '_ 2. 3'_..0. �3' �C�' 3'--c:�` 7.-0,. 3,,' SOW A A 3/„ 3 ./4 WOOD WOO ` 11/2 3 218 2.1�� %`_-_Q" -1 314 177 2 2'--G" 7.-0„ 1314 aG A 4 3/4 WOO G E 3 , �a /q WOn 1 DUMMY 1/ 'T 4 CaL ® 3 3 0 DUMMY LEVER 178 1 3'-0' 7.-0., 1'/,"SOW A 4 3/4 WOOD in3/4 x;3/4 WOO WOOD 2/4 TGL ® CR 1 112 3 11'2 179 2 2-G" 7'-0" 13/4 5G A 4.3/4,WOO /4 TGL 1 2 3 C2) BALL GATCHE5 C2:)DUMMY LEVERS 180 1 3'-0' 7'-0" 13/4' 50W A 4 3/4 , WOOD 2/4 TGL '/4'T G L � 1212- GR = CLA55ROOM �. SIGNSIGN SIGN - 1 181 1 3`--0 7'-103/4± 13/4 S►GW A 7114 WOOD WOOD WOOD WOOD OR � 112 1'/2 1 2 225 2.2C> 227 1 1 1, 3'---0' 3' -O° 3'-0 7'--0" 7._0„ 7'-0- 13/a SOW A 4 3/4 182 1 3 -0 7'-103/4± 13/4 SGW A 71/4 WOOL)_ 1/2 ® � � _ _ _ � 2 _ G % _ M_ 1/4„ W G 1112 _ �® � ONE t�fiOUP 228 1 3'-0' 7 , _ 0 " 13/4 M V 3'--0" 183 -- 3'�G„+7'-103/4+ E CASED OPENING 71/4. WOOD 2/4 TGL OR 142 � _ � OR - GLA55ROOM._� 229 -- ~ 7,-0„ 7'- 0" 13/4 13/4" SCUM 5GW E__ E 43/4. X3/4, WOOD: WOOD _ 2/4 TGL 1/4„TGL GR %� 1/2 11/2- � � OR = CLA55ROOM 184 - 3'_G"+ 7'--103/4' CASED OPENING 71V WOOD 4•-0„ ROLL --DOWN SHUTTER HM V 233 2 30` 7.®„ 1_3/4G F 4 3/4„ WOOD'?�`"' 2/4 TGL AC BOE 3 2 2 2 2 AG = ACCESS CONTROL CARD READER - ELECTRIC STRIKE **CONCEALED RCD 234 2. .3'-0' 7.-0„ 1344+ � 50 F 4 3k' WOO `1� 244 TGL SECOND FLOOR AND HARDWARE SCHEDULEJ DOOR FRAME AGGE55ORIE5 HARDWARE REMARK — —. � _.9m.....7U.La LABEL MARK NUMBER NUMBER WIDTH HEIGHT THICK- NE55 MAT'L_ TYPE WIDTH MAT'L. DETAIL GLA55 LOUVER OTHER LATCH-- SET LOCK-- 5ET DEAD LOCK PAIR HINGES CLOSER WALL BUMPER PANIC HDWE. PUSHI PULL FLUSH BOLT5 KICK- PLAT£ OTHER 1212 2.01 1 :3'-0 7'-0'- 13/4 SGW A 4 344 WOOD � WOOD THRESHOLD WOOD THRESHOLD SEE DETAIL ELEVATION�DIA7 (DOOR AT RAMPS OR = CLASSROOM DUMMY LEVER � GR � GLASSRC�OM SIGN x - - ®m •« � .� � �,� 'GIS C�I_A55I<CJ(�M GIS � GLASSROOM GR CLA55ROOM GR CLA55ROOM 2.02 1. 3'--0' 7'-0” 13/4" 5GW A 4344. WOOD � 11/ 2 � 203 204 1 1 3'--Q' 3'--Ol 7'._-Q" 7._0„ 1 /4 13/4' SOW SOW E E1/ 7 /4 7 4 WC�t I WOOD /4 CaL ] 2. 11/2 ., 1 /4 TGL 205 2OG 1 1 3'__0' 31-01, 7'-0„ 71. _DO 13/4' 13/4 SOW 50W A A 72/4 71/4 WOOD WOOD 1112 11/2 2 � 207 1 3'-D' 1, --CJ" 13/4 SGW F q1/� WCtD 1/4„TCL ® �1/? 208 2 :3'---0' 7'--0”1,43 ,. SG E G � WOC � 1/4. TGL - CR OR � 3 - , 1 z 20q 1 3`- r �- 7'_ p., 7' O„ 7' -Q"' 1,4 SOW E 3 ., /4 WOOD 1 • �_ /4 rGL , 21 C1 1 1 1 1 3'---0 3' ..-.0, _ 344 1 a 5CW SGW A E 4 3/4 ,, / 4 WOOD wool) 1 ,,, �l j GL PRIVAGY GI; �: 3.1/2 2 1,2 0 ?1 1.2 213 3-0' 3 ---(�' �� �„ 7,�Q:, 7'W_0„ 3/,. 1 4 13/," 31,4 ' ° SGW E E 3, 'WOOD 4 G-3/4" WOf�I t� 1/4,.TGL _ __. _._. 14 i _ 4 CaL_ _._----_--_.__- _- GFS � ------ 11/2 SI;W SOW _ GR 11/2 - E G3/' �, /WOOD� WO 1/4 TGL OR 3. ;, ® 2.1,.4- 21.5 1 1 1 3'---0' OR GLA55ROOM DUMMY LEVER. DUMMY LEVER ------- . ---____---- DUMMY LEVER DUMMY OR GLA55R(OM______.__.__�.___-____ ONE HOUR --0' 3'--_0, 7,-0„ 7'_--0., �/ 1 4 3 " 1 /4 M: SC G E 3'' 7/4 3 " �, /4 .s Qi�D 1/, 4 WG •" 1 ,4 TGL OR 11/2- 12/2 ® 21c�Y 217 1 '_ 2. 3'_..0. �3' �C�' 3'--c:�` 7.-0,. 3,,' SOW A A 3/„ 3 ./4 WOOD WOO ` 11/2 3 218 2.1�� %`_-_Q" -1 314 5C � 7�p Q„ 3. " 1,4 G E 3 , �a /q WOn if' 1/ 'T 4 CaL 0 3 2 0 220 2 1 3'-O' 3 -0 7---0,. 70„ 1'/,-"5CW 1314 SGV1' A E in3/4 x;3/4 WOO WOOD 2/4 TGL CR 3 11'2 3'O' 7'-Q°' 13/4`' SGW E 4 3/4 WOOD /4 TGL 1 2 ®1 [2-2 3._0. 7' _0..1344 5GW A G 3/4 WOOD 2/4 TGL '/4'T G L ®1/21® GR = CLA55ROOM �. SIGNSIGN SIGN - 1 1 3'- 0 7'�-0- 13/4 ' 1'/4' 13/4 ` 5CW SOW SGW E E A 4 3/4 " G /4 4 3/4 WOOD WOOD WOOD OR � 112 1'/2 1 225 2.2C> 227 1 1 1, 3'---0' 3' -O° 3'-0 7'--0" 7._0„ 7'-0- 13/a SOW A 4 3/4 WOOD 1/2 ® � � _ _ _ � _ G % _ M_ 1/4„ W G 1112 _ �® � ONE t�fiOUP 228 1 3'-0' 7 , _ 0 " 13/4 M V 3'--0" 7--0" -13/4 SOW E X03/4 WOOD � 2/4 TGL OR 142 � _ � OR - GLA55ROOM._� 229 1 ~ 7,-0„ 7'- 0" 13/4 13/4" SCUM 5GW E__ E 43/4. X3/4, WOOD: WOOD _ 2/4 TGL 1/4„TGL GR %� 1/2 11/2- � � OR = CLA55ROOM 230 23Z 1 1 3'-0' 3'- 0 232 -K- G' --Q' 4•-0„ ROLL --DOWN SHUTTER HM V 233 2 30` 7.®„ 1_3/4G F 4 3/4„ WOOD'?�`"' 2/4 TGL AC BOE 3 2 2 2 2 AG = ACCESS CONTROL CARD READER - ELECTRIC STRIKE **CONCEALED RCD 234 2. .3'-0' 7.-0„ 1344+ � 50 F 4 3k' WOO `1� 244 TGL AC* 3 2 2 2 � � - 2 301 1 3'��-Ql 7, 0"1,4 � iM `:, G 3„ 7 /4 H'1` . 302 1 3'-0 7'---0„ 13/4 G CASED OPENING CASED OPENING 7 4 l�I 4�/a 1 303 -- G'-0' O'�0" 5'-0” 5'-0" 304 — HARDWARE _ MARK WALLPNGE5 IOL05ER BUMPER HDWE. PULL / BOLT5 PLAT£ OTHER 11/2 12/2 HOLLOW METAL FRAME C4 51D£5). ALIGN WITH BOTTOM OF ATTIG AGGE55 PLATFORM FLOOR CABOVE GALLERY G£ILING). FILL FRAM£ OPENING WITH STEEL STUD FRAMING. COVER ATTIC SIDE WITH 5/8" F.G. DRYWALL, HOLLOW METAL FRAME C4 51D£5). ALIGN WITH BOTTOM OF ATTIC, AGGE55 PLATFORM FLOOR CABOVE GALLERY CEILING). FILL FRAME OPENING WITH 5TEEL STUD FRAMING. COVER ATTIC 51DE WITH 5/B" F.G. DRYWALL. ONE FLOUR s DOOR TYPE ELEVATIONS A B G D AL = ALUMINUM BR = BRICK GF =- CHANCEL FURN15HINGS GJ CONTROL JOINT GONG = CONCRETE CMU w GONGRETE MA50NRY UNIT GPT - CARPET GIR CLASSROOM GT = CERAMIC, -FILE GW -- CASEWORK DW - DRYWALL EX EXISTING F+1 = FURNISHED AND INSTALLED FGDW FIRE GODS DRYWALL. FL FLOOR _ -- FR FIDE RATED FRP w FIBERGLA55 REINFORCED PLASTIC GG GENERAL CONTRACTOR/CONTRACTOR HG = HOLLOW GORE PL PLASTIC LAMINATE- PRI AMINATEPRI = PRIVACY PT PAINT PWD = PLYWOOD RT RE51LIENT TILE SAG SUSPENDED AGOUSTIGAL CEILING 5CW SOLID GORE WOOD SP SPRING 55 = STAINLESS STEEL TGL TEMPERED GLASS TILL = TEMPERED INSULATED GLA55 UN = UNFINISHED VB w VINYL BASE VWG = VINYL WALLGOVERING WD == WOOD WDP = WOOD PANEL WGL = WIRE GLASS G'[41_ AL = ALUMINUM BR = BRICK GF =- CHANCEL FURN15HINGS GJ CONTROL JOINT GONG = CONCRETE CMU w GONGRETE MA50NRY UNIT GPT - CARPET GIR CLASSROOM GT = CERAMIC, -FILE GW -- CASEWORK DW - DRYWALL EX EXISTING F+1 = FURNISHED AND INSTALLED FGDW FIRE GODS DRYWALL. FL FLOOR _ -- FR FIDE RATED FRP w FIBERGLA55 REINFORCED PLASTIC GG GENERAL CONTRACTOR/CONTRACTOR HG = HOLLOW GORE PL PLASTIC LAMINATE- PRI AMINATEPRI = PRIVACY PT PAINT PWD = PLYWOOD RT RE51LIENT TILE SAG SUSPENDED AGOUSTIGAL CEILING 5CW SOLID GORE WOOD SP SPRING 55 = STAINLESS STEEL TGL TEMPERED GLASS TILL = TEMPERED INSULATED GLA55 UN = UNFINISHED VB w VINYL BASE VWG = VINYL WALLGOVERING WD == WOOD WDP = WOOD PANEL WGL = WIRE GLASS FIRST FLOOR ROOM FINI511 5CHEDULE ROOM FLOOR BA5E CEILING WALL 5- REMARK 5 ABBREVIATION5 cv_ NAME # 0 �1 0 ED SPECIAL NOTE: AL = ALUMINUM 0 co < z rz r ALL WOOD FLOOR AND ROOF STRUCTURES SHALL HAVE THEIR UNDERSIDE PROTECTED WITH A U.L. ONE HOUR FIRE -RATED CEILING SYSTEM 'w >_ z U BR = BRICK �j um, Id t- GON515TING Of Cl) LAYER OF 5/8" THICK FIREGODE DRYWALL INSTALLED ON METAL RESILIENT CHANNELS SECURED TO THE WOOD FRAMING OF = CHANCEL FURNISHINGS 0:5 NO > M ui I I > Z: AT 1G" O.G. THIS APPLIES WHETHER, THE DRYWALL CEILING 15 EXP05ED OR HAS A SUSPENDED ACOUSTICAL CEILING BELOW IT. oz z < < x2sm <1 0 _:> < 0 oz tu a z 0 < 0 0 p CA az 0 0 CMU CONCRETE MASONRY UNIT _j w [v 0 GJ CONTROL JOINT Lu Lu r -ma 0 < 03: D 00 GONG CONCRETE CARPET 101 VESTIBULE GL/BR DW/BR GL DW/BR CERAMIC TILE (D CT OW CASEWORK 102 NARTHEX VARIES o DW/BR DW/DR Dw/BR* DW/BR SEE ALTERNATE A9 STAINLESS STEEL GRO55 ON WALL DW DRYWALL 103 COFFEE ® DW/BR DW/BR DW/BR DW/BR 10 EX EXISTING �,-_T- �OR -, AND ELECTRICAL AND PLUMBING BY G.G. 104 STAIR 2 VARIES DW/BR DW DW/ +=FURNISHED AND INSTALLED 111, 11111 FGDW FIRE CODE DRYWALL EL 105 ELEVATOR MACHINE ROOM DW* DW* DW* DW* SPECIAL 2 HOUR FIRE RE515TIVE FGDW CEILING CON RESILIENT CHANNELS) AND WALLS = FLOOR FR = FIRE RATED lOG ELEVATOR �ETA PL PL PL/55 PL FRP = FIBERGLASS REINFORCED PLASTIC = GENERAL GONTRAGTOR/GONTRACTOR 107 GOATRACK DW DW DW HG =HOLLOW CORE PL PLASTIC LAMINATE 108 COATRACK 7'-11" ® DW DW DW PRI PRIVACY 10q COATRACK 7'-11" 0 DW DW DW PT PAINT PWD PLYWOOD 110 GOATRACK 7'-11" 0 DW DW DW RT =RESILIENT TILE ill COATRACK 0 DW DW DW SAO SUSPENDED ACOUSTICAL CEILING 5CW SOLID GORE WOOD 112 ELECTRICAL 0 DW DW DW DW 5P SPRING 55 STAINLESS STEEL 113 SERVER DW DW DW DW TGL TEMPERED GLA55 51 TILL TEMPERED INSULATED GLA55 114 STAIR 4 DW DW DW DW B' -O" ABOVE CHOIR BALCONY FLOOR. ME= UN = UNFINISHED 115 STAIR 5 DW DW DW DW 8`0" ABOVE CHOIR BALCONY FLOOR. VB = VINYL. BASE 11G SANCTUARY VARIES DW&D DWOO DWOO DW(DO . . . . . . . . . . VWC VINYL WALLGOVERING SEE ALT., A4 FOP, WOOD'WAINSGOT. Q SEE ALT- A5 FOP, ADDING A_5f.P9NQ3AyER OF DW. WD WOOD 5 0 SEE ALT. A5 FOR ADDING A = WOOD PANEL 0 117 CHANCEL VARIES DW&D DWOO DWOO DWOO (D SEE ALT. A4 FOR WOOD WAINSCOT. 5EGO LAYER OF DW. WDP 0 WOOD PANELING (WITH BRASS GROSS) ON SOUTH WALL. HG HANDRAILS WGL = WIRE GLASS 118 SACRISTY . . . . . . . . VARIES DW ow DW DW 'E -R SINK BY GO. llq 5AGRI5TY TOILET DW DW DW DW MECHANICAL ROOM 120 (ABOVE 5AGRbTY TOLET) UN VARIES DW DW DW DW 121 EAST CORRIDOR 8'-4" (D SEE ALT. AG FOR TACKABLE WALL SURFACE AND TRIM. DWT DW DW(D DW 122 WATER 5[RV1CL 5PRINNIR P15ER DW DW DW DW 123 NURSERY TOILET 0 q' -o" 2 DW DW DW DW GRA13 BARS + TOILET AGGESSORIE5 + MIRROR + OR Nfff;�� 5 K- W F INK 13Y GG 124 NURSERY q'_o" 0 DW DW DW DW 125 CLASSROOM 7 2 q, -O,, 0 DW DW DW DW s� SINK + SUPPLIES + ELECTRIGAL + PLUMBING BY G.G. BORROWED WINDOW LIGHTS. 111 71! DINET, R_'OP', BY 12G CLA55ROOM G 2 q, -C),, DW DW DW DW CABINETS 0 4 - If AND BY-� WNER. T5 5, ANt SINK 5UPPLIEc5 + ELECTRICAL + PLUMBING BY G.G� BORROWED WINDOW UGH 127 CLASSROOM 5 141-111 0 2 q, -O,, DW DW DW DW ADINET5. AND. COUNTERTOF, BY OWNER, SINK 5UPPLIF-5 + ELECTRIGAL + PLUMBING BY G -G, BORROWED WINDOW LIGHTS - 210 128 GLASSROOM 4 DW DW DW DW 100" 2 9'-0" CABINET& AND COUNTERTOP BY -LEGTRIGAL + PLUMBING BY G.G, BORROWED WINDOW LIGHTE). OWNER SINK + SUPPLIES + E 12q FAMILY KITCHEN 2 '_0 DW DW DW DW GABINET5 + GOUNTERTOF + APPLIANCES BY OWNER. SINK + SUPPLIES + APPLIANCE GONNECTIONS + ELECTRICAL + PLL-IME31NCA By 64.cll- 1-30 STAIR 1 DW DW DW DW RESILIENT STAIR TREADS HANDRAILS 13i C-A-A55ROOM 24� 0 DW DW DW GmU 2 W R T-1:1 T SINK 5UPFUE5 + ELEGTRIGAL + IDLLJ11131NG BY OR c_ U ROWEE) WINDOW LIGI 0, - - 1 � At, 1? DW Dw/a, DW CIMU MIRROR GRAB 5ARS TOILET AGGES�)ORIE51 FAUC,11--_T�-_, f"ARTITION.5 WINNOW 13 3 GLA55RC)OM 2 DW DW DW DW TRICAL + PLUMBING BY G.G. 2 9'_011 CABINETS. ANS G0, N '�E 'Of -OWNER- SINK + 5UPPLIE5 + ELE U'�'r RT'_ :�`B'Y�' BORROWED WINDOW I-IGH15. 134 ,BOYS DW DW DW DW MIRROR GRAB BARS TOILET A G G E 5 S C-) R I SINKS FAUGET5 PARTITIONS Dw DW DW DW 135 PRf3(_,H0f1­L [)!R[CTOR'�) OFFIC'L 9'___o" (2) BORROWED LIGHT WINDOWS 13G CLA55ROOM 1 Dw DW DW DW TRIGAL PLUMBING BY G.G. 13ORROWED WINDOW LIGHTS. 2 q'_o" GABINET5,�-- _N TERTO-P' BY OWNER. SINK SUPPLIE'S 4 AND COUN ELEG 137 PRESCHOOL LOBBY 2 q, -O,, DW DW DW DW 13B WORK ROOM 2 1) W DW DW DW Cl) BORROWED LIGHT WINDOW 13 c I PRE5GHOOL VE5TOULE VARIES 13R/Gl- BR,/GL BR/GL_ BRIGL 1.40 ELEGTRIC 5F_RV1(_,E DW DW DW DW 141 GMA STORAGE 0 DW DW DW DW STORAGE SHELVES F-1-1 BY OWNER 142 GROSS MOTOR AGTIVITIE5 0 2 9'_o" DW DW DW DW METAL 5TORAGE CABINETS BY OWNER- PROTECTIVE WRAP FOR GOLUMN5 BY OWNER_ 143EXIT 6 2 DW DW DW DW 144 HALL, 2 q' -o" DW DW DW 14.5 OFFICE 2 q, -O,, DW DW DW DW 2 RON 14G PA5TOR'S OFFICE q, -O,, DW DW DW DW 14-17 SEGRETARY'S OFFIGE 9'__o" DW DW DW DW C2), BORROWED LIGHT WINDOWS. ------- &A EWORK AND COUNTERTOPS BY OWNER 148 OFFICE 1 2 cD DW DW DW DW 149 WORK ROOM 2 0 q, -O,, DW DW DW DW -CASEWORK AND GOUNTERTOPS BY OWNER. — --- ------ 150 LOBBY 2 q, -,-C),, 0 DW DW DW/'GL DW 151 LOBBY 1 4171 0 2 0 q, -O,, o DW/GL DW DW DW 152 STORAGE DW DW DW F) W 153 SMALL COFERENGE ROOM *01T 2 ® DW DW DW DW 154 JANITOR DW DW DW DW SINK 155 WOMEN 1 2 0 q,_011 0 DW DW DW DW MIRROR GRAB BARS TOILET AGGE55ORIES SINKS FAUCETS PARTITIONS DIAPER CHANGING STATION 15G KITCHEN STORAGE 0 DW DW DW DW AND FOOD PANTRY SHELVING- BY OWNER 157 MEN 44 2 0 q,_O­ a DW DW/q. "m DW DW MIRROR GRAB BARS TOILET ACCESSORIES SINKS FAUCETS PARTITIONS DIAPER CHANGING STATION 158 FOOD PANTRY 0 DW CUSTOMER LOBBY 4 9'-0" DW DW DW 15q STAIR 3 2 q _O- DW DW DW DW RESILIENT STAIR TREADS + HANDRAILS 1GO DISHWASHING 4 DW DW DW DW DISHWASHER HOOD TABLE 3 -BASIN 55 SINK 56 SHELF FURNISHED BY OWNER INSTALLED BY GO lGl EXIT 2 q,_O­ DW DW DW DW IG2 KITGHEN 0 4 q, -O,, DW DW DW DW GA5EWORK AND COUNTERTOPS BY OWNER. HOOD AND APPLIANCES FURNISHED BY OWNER INSTALLED BY GO- SINKS BY Go. 1G3 CHAIR AND TABLE 5TORAGE 2 9'-D" DW DW DW DW 1G4 WEST CORRIDOR 2 8'--4" DW(D DW DW DW (D5EE ALT. AG FOP, TACKABLE WALL SURFACE AND TRIM. 0, DW DW@ CIVIL) DW IG5 FELLOWSHIP HALL 2 VARIES SEE ALTERNATE A3, *50UND ABSORBENT WALL PANELS 1!2 I IGG PREP 1 W-1 2 q' --O' DW DW DW win 0 1G7 PLATFORM VARIES EE ALTERNATE A3. FIR5T L 15ralm 5Gr'—T'ELvj%u''LE A Ug" 0 0% N' TIN UELQ-J% 0 N 51"1@EET Al U) z w 0 z 0 z z 0 w W D z g n- wQ 0z .. d Q Z0-0 cn z Q V ui U) J 1-0 00- W < �- U sQ Qz c c\1 I! cD !� < c) �a LU 2i cc0 u- 0 `a Lij w Er w u) C) Q 00 Cl) U- 4 :?: w 0 4— C)�n LO mt0E W. II -Al °L- O vo �' \L �6 Y ft W a Ck� Lv Q h W LLI X ' 0 vn +� SPECIAL NOTE- AL = ALUMINUM rz r ALL WOOD FLOOR AND ROOF STRUCTURES SHALL HAVE THEIR UNDERSIDE PROTECTED WITH A U.L. ONE DOUR FIRE -RATED CEILING SYSTEM BR = BRICK ED LOU tu i— CON515TING OF Cl-) LAYER OF 5/8' THICK FIREGODE DRYWALL IN51 AL.LED ON METAL RESILIENT CHANNELS SECURED TO THE WOOD FRAMING OF = CHANCEL FURNISHINGS _' >'- � 0 W_ d') :D�% AT 1G3" O.G. TH15 APPLIES WHETHER THE DRYWALL CEILING 15 EXPOSED OR HAS A SUSPENDED ACOU51-ICAL CEILING BELOW IT. CJ = CONTROL JOINT azz`' +- o Q a �_ a `Q 0 w GONG = CONCRETE t (� GMU CONCRETE MASONRY UNIT 0 1t !X p to i Q o GPT = CARPET 0 0 0 0 �,, a c, � � � o 1G8 PREP 2 / HC RAMP 2 ® q• C}•• DW DW -- DW GW = CASEWORK E 1C q WEST VESTIBULE VARIES GL/BR GLfBR GL/BR GL/BR A a DW =DRYWALL EX EXISTING ® 2 ® q,-0„ DW DW DW DW -� F+I =FURNISHED AND INSTALLED 170 REAR HALL GALT. A3.) 171 PORTS-GOCHERE _ ® ® VARIES BR BR BR/PWD BR FGDW = FIRE CODE DRYWALL FL = FLOOR ® GMU GMU GMU GMU SEE ALTERNATE Al. GMU WALLS - UNPAINTED. STEEL STAIR + GUARDRAIL5 + WALL RAILINGS + ALUM. LADDER BY G.G. FR = FIRE RATED 172 BELL TOWER /BELFRY BELFRY: C2) ROOF HATCHES EPDM FLOOR GRILLES _ FRP = FIBERGLASS REINFORCED PLASTIC _ 173 EAST COVERED WALKWAY ONG 0 VARIES BR BR BR BR SEE ALTERNATE A2.` _ _ _ GG e GENERAL GQNTRACTOR/CONTRACTOR HC = HOLLOW CORE 174 WEST COVERED WALKWA °NG 0 VARIES BR BR BR BR SEE ALTERNATE A2. _ PL - PLASTIC LAMINATE _�-- PRI -PRIVACY 175 SANCTUARY GL05ETVARIES DW DW DW DW m VARIES DW DW DW DW PT = PAINT 17G� SANCTUARY CL05ETQw PWD = PLYWOOD RT = RESILIENT TILE SAG == SUSPENDED ACOUSTICAL CEILING 5GW = 50LID CORE WOOD 5P = SPRING 5ECON180) FLOOR R"OFIN15H 5CHEDULE 55STAINLESS STEEL TGL = TEMPERED GLA55 ROOM FLOOR CEILING WALLS REMARKS TILL =TEMPERED INSULATED GLA55 I # NAM X SPECIAL NOTE= VB = VINYL BASE >z 4 rz r ALL WOOD FLOOR AND ROOF STRUCTURES SHALL HAVE THEIR UNDERSIDE PROTECTED WITH A U.L. ONE HOUR FIRE -RATED CEILING SYSTEM VWG = VINYL WALLGOVERING J ~�± CON515TING OF Cl) LAYER OF 5/8THICK FIREGODE DRYWALL INSTALLED ON METAL RESILIENT CHANNELS SECURED TO THE WOOD FRAMING WD �= WOOD _ _ C) w � �; > _, > r o kn Q OL tjy AT 1GO O.G. THIS APPLIES WHETHER THE DRYWALL CEILING 15 EXPOSED OR HAS A SUSPENDED ACOUSTICAL CEILING BELOW IT. WDP = WOOD PANEL z > WGL =WIRE GLA55 z o V 0 0 cv ou �Q 0 0 + /BR DW — DW GUARDRAILS BRICK PIERS * FIRE -RATED 5.A -G. _ DRYWALL COVERING ON RAFTERS ABOVE NOT REQUIRED 201 GALLERY ® 3 15'__p„ GL - � ® DW DW - DW GUARDRAILS 5 -- 202 STAIR 15 _0 -- _ 203 PIPE ORGAN CASE �D VARIES DWS DWS DW® C) SEE ALTERNATE A�� 204 MECHANICAL UN � � ® VARIES DW DW DW DW DW DW DW 205 MECHANICAL . UN o VARIES DW 2OG C; #CJ1R 0 5FE ALTERNATE A5 ' RESILIENT STAID TI.EADS I1ANDRAILS 0 o VARIES - DW d _ DWS __ 207A EAST CORRIDOR A 0 SEE ALTERNATE A7 TA.CKABLE WALL. SURFACE AND 2. DW DW O DW DW O BORROWED LIGHT WINDOW GRAY BARS TOILET AGCE �u0PIES MIRROR 2078 EAST CORRIDOR B 1 10•_0.. 0 DW DW DW DW 208 CHOIR ROOM 2 q' --Q"` 0 DWS DW DW DW 20q TOILET ? -- � q,_0, DW DW DW DW -��� r 2 �, 9 --O' DW s � � 2 1Q GHRI:�T. 1= DU(�. GLA.�_a1;00M � DW DW DW CASEWORK AND GOON+I�ER�I�O#� Y`t OWNER. SIMS BY GC. 1 - , " , AS`=ROOM 3 211. CHR15 E DUG, C 1 DW DW - l �AStW�:�'K AND �OEJN"CE'R`i�C�P ` BY OWNER. SINK BY GG. c� BORROWED LIGHT WINDC)W '� � 2 � , 9'-�t.�' ® DW DW . 0 2 9,WO" DW DW DW DW < <- , ca 212 GNPI��. LDI.1G. (_LA.�.� OOM 1 CASEWORK AND GOUN`I-ERTOP B Y ")WNE`R. SINK BY GG. ° DW DW 1 DW C) DW r TR At_ AN PLUML�ING GO NI~_CTION`5 L- Y G.0 T 1 GABINET5 �OUN1 ERT OF AND APPLIANCE. B1 OWNf_ LLEC � SIG D t ,, BOPROWFL) I.IGI"I � NINDOW 2 TEEN AREA ° " 2 ° 9'---0" SINK AND APPLIANCE CONNECTIONS BY CAG. DW DW DW DW 21.4 STAIR 1 - RESILIENT STAIR. TREADS + IIANDRAILS 215 EAST ATTIC MECHANIGAL. UN 2 VARIES DW DW DW DW WIN ME OEM, AND STORAGE DW 21GA WEST CORRIDOR A x- 2 ® , 8'..---4� DW DW DW ^---- 21GB WEST CORRIDOR B 1 ® 1O'--01" � DW DW DW DW 217 LIBRARY � ., ® q,_0,. DW DW DW DW 2 DW DW DW DW DW DW DW GHR15T1AN EDUCATION STORAGE GA5EWORK AND GOUNT ERTOI= by OWNER - 21.9 L ARY WORK ROOM IBR 2 q, -_O„ 0 DW �� ° 9"_Q"" 0 DW q'--0" 0 DW DW DW DW DW zE ;',OOrI 220 LARCCONFERENCE DW DW CASEWORK AND ` COUNTERTOP BY OWNER, SINK BY GG. MIRROR GRAB BARS TOILET AGGESSORIE5 5INK5 FAUCETS PARTITIONS 2 o 221 WOMEN 22.2 CHRISTIAN EDUCATION 5TORAC.E 2 q' -O" DW DW DW DW MIRROR GRAB BARS TOILET ACCESSORIES SINKS FAUCETS PARTITIONS ..0 x 2 ` U • DW DW DW DW 3WJ: 223 MEN RESILIENT STAIR TREADS + HANDRAIL5 22A- OFFICE 3 --GODLY PLAi a 2 ® 0 DW DW DW DW 2.25 STAIR 3 � � q' --p" DW DW DW DW 22G OFFICE 4 GHRISTIAN EDUGATION 2 0 q' -Q" 0 DW DW DW DW �� � 227 BRAILLE 2 q' -( DW DW DW DW _..n._-_______�_._.________._.._Y-___ 228 OFFICE 5 CANTOR 2 0 q' --CCS" DW DW DW DW 229 AUDIO/VIDEO GON'FROL ROOI`I 2. 0 DW DW DW DW 230 ADULT CLA55ROOM 2 � 2 ° 9'_0- � DW.. DW DW _DW - -�_ - 231. JANITOR DW i DW DW DW SINK U) z w 0 z 0 z z 0 w W D z g n- wQ 0z .. d Q Z0-0 cn z Q V ui U) J 1-0 00- W < �- U sQ Qz c c\1 I! cD !� < c) �a LU 2i cc0 u- 0 `a Lij w Er w u) C) Q 00 Cl) U- 4 :?: w 0 4— C)�n LO mt0E W. 6i z 0 in Of O vo �' \L �6 Y 6i z 0 in Of O Li �6 Y W a Ck� Lv Q h W LLI X CL 0 vn Abbreviations Drawing Symbols Sheet Metal Symbols AFF above finish floor GPM gallons per minute Denotes sectionSection number Fire damper FD Section AHU air handling unit HWR hot water return it separator HWS hot water supplyVolume damper AS a p B boiler (hot water or steam) IN inch S t Supply diffuser ®"'' BDD backdraft damper KEC kitchen equipment contractor CH chiller LAT leaving air temperature M1— Sheet number CD ceiling diffuser (supply air) LS linear slot diffuser Arrow indicates Direction Where section Supply duct riser CFM cubic feet per minute MAN manual in which Section is cut Is located Return duct riser CHWR chilled water return MFR manufacturer CHWS chilled water supply MBH 1000 BTUh CW cold water MC mechanical contractor Supply register DB dry bulb O/A outside air Denotes detail Detail number DL drum louver OAL outside air louver Linear diffuser DSAC ductless split air conditioner PD pressure drop O diameter PRV pressure relief valve D 1 Flexible connection Qom" EADB entering air dry bulb PSI pounds per square inch Sheet number Return air grille E] EAWB entering air wet bulb RA return air Where detail EC electrical contractor RAL return air louver Letter Is located Exhaust grille 23 ECH electric cabinet heater RD round diffuser designating ECR eggcrate grille RG return air grille Elevation Exhaust fan EF exhaust fan RPM revolutions per minute EG exhaust grille SA supply air Temperature Control Symbols ER exhaust register SP static pressure A ESP external static pressure SR supply register M1 Room thermostat or sensor Q EH electric wall heater TCC temperature control contractor FCV flow control valve TSP total static pressure Room humidistat or sensor FD fire damper UH unit heater FLA full load amps VAV variable air volume box Motorized damper [M} ----- FPM feet per minute VD volume damper FT foot WB wet bulb Note Designation FTR fin tube radiation WT weight G gas XT expansion tank Plan Notes: Specific information as indicated on a GC general contractor drawing Leader line of plan note referenced directed to item of plan note reference 1 Circle with number indicates a plan note reference, with the number indicating the item number of the plan note referenced General Plan Notes: General information as it pertains only to the drawing it is on General Notes: General information pertaining to all the drawings of the discipline it is on Provide all materials and equipment and perform all labor required to install complete and operable mechanical systems as indicated on the drawings, as specified and as required by code. Entire installation shall be in strict accordance with applicable codes and ordinances, Secure and pay for all required permits. Provide a minimum of 10'-0" between exhaust outlets, plumbing vents and all outside air intakes. Contractor shall not locate any duct or piping directly over any electrical panel, switchgear, transformer, etc. Coordinate locations of ducts and piping with the Electrical Contractor to avoid these conflicts. ARCHITECT: Contractor shall be guided by the Architect's reflected ceiling plan for exact location of diffusers, registers and grilles unless otherwise noted Coordinate diffuser, register, and grille locations with architectural reflected ceiling plans, lighting, and other ceiling items and make minor duct modifications to suit. Exterior louvers are indicated for information only. Detailed descriptions are provided in the architectural specifications. Furnish all material and equipment as specified, except where specific approval for substitution is given by the Arch itect/Engineer. GENE L: These drawings indicate required sizes and points of termination for piping, ductwork, conduit, etc. The equipment shown illustrates suggested routing, but all necessary offsets and fittings may not be shown. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the Owner. All dimensions shown on these plans are in feet and/or inches unless otherwise noted. Mechanical work shall be complete in every detail and all miscellaneous items of material and labor necessary to complete the work described, shown or reasonably implied on drawings or specifications, shall be included in the contract. Proposal shall be based on specified material and equipment. In order to promote competition, however, bidders may submit alternate proposals on any alternate materials and/or equipment they wish to propose, including any price changes affected by acceptance of alternatives. These must be provided in addition to the base bid, not in place of the base bid. Contract document drawings for mechanical work are diagrammatic and are intended to convey scope and general arrangement only: Install all mechanical equipment and appurtenances in accordance with Manufacturers' recommendations, contract documents, and applicable codes and regulations. Provide vibration isolation as specified for all mechanical equipment to prevent transmission of vibration to building structure. Provide vibration isolators for all piping supports connected to and within 50 feet of isolated equipment (except at base elbow supports and anchor points) throughout mechanical equipment rooms, The location of existing underground utilities is shown in an approximate way only. The Contractor shall determine the exact location of all existing utilities before commencing work. The Contractor shall pay for and repair all damages caused by failure to exactly locate and preserve any and all underground utilities unless otherwise indicated. Coordinate construction of all mechanical work with Architectural, Structural, Civil, Electrical work, etc., shown on other contract document drawings. Each respective contractor shall be responsible for coordinating the installation of his work with the work of other contractors and trades prior to the installation. Maintain a minimum of 6'-8" clearance to underside of pipes, ducts, conduits, suspended equipment, etc., throughout access routes in mechanical rooms. All tests shall be completed before any mechanical equipment or piping insulation is applied. Locate all temperature, pressure, and flow measuring devices in accessible locations with straight section of pipe or duct up and downstream as recommended by the Manufacturer for appropriate accuracy. Work shall include startup of all systems, furnishing of operating and maintenance instructions and one (1) year guarantee, commencing on date of acceptance by the Owner or as otherwise specified. Testing. adjusting, sting, and balancing agency shall be by a member of the Associated Air Balance Council (AABC) or the National Environmental Balancing Bureau (NEBB). Testing, adjusting, and balancing shall be performed in accordance with the AABC standards. Where two or more items of the same type of equipment are required, the product of one Manufacturer shall be used unless otherwise noted Coordinate all equipment connections with Manufacturers' certified drawings. Coordinate and provide all duct and piping transitions required for final equipment connections to furnished equipment: Field verify and coordinate all duct and piping dimensions before fabrication. The locations of all items shown on the drawings or called for in the specifications that are not definitely fixed by dimensions are approximate only. The exact locations necessary to secure the best conditions and results must be determined by the project site conditions and shall have the approval of the Engineer before being installed. Do not scale drawings. All miscellaneous steel required to ensure proper installation and/or as shown in details for piping, ductwork, and equipment shall be furnished and installed by the Mechanical Contractor. Provide access panels for installation in walls and ceilings, where required, to service dampers, valves, smoke detectors, and other concealed mechanical equipment. Access panels shall be turned over to General Contractor for installation. All equipment, piping, ductwork, etc., shall be supported as detailed, specified, and/or required to provide a vibration free installation. All ductwork, piping, and equipment supported from structural steel shall be coordinated with the General Contractor. All attachments to steel bar joists, trusses, or joist girders shall be at the upper member. Provide beam clamps meeting MSS standards. Welding to structural members shall not be permitted. The use of c -clamps shall not be permitted - Mechanical equipment, ductwork, and piping shall not be supported from metal deck. Locations and sizes of all floor, wall, and roof openings shall be coordinated with all other trades. All openings in fire walls due to ductwork, piping, conduit, etc., shall be fire stopped with a product similar to 3M or equal. Product shall be listed by UL or FM and meet the requirements of local and state codes. All air conditioning condensate drain lines from each air handling unit shall be piped full size of the unit drain outlet, with "P" trap, and piped to the nearest drain. See details shown on the drawings or the contract specifications for depth of air conditioning condensate traps, Refer to typical details for ductwork, piping, and equipment installation All valves, coils, dampers, etc. Shall be installed allowing easy access to them. Areas adjacent to the access panels shall be clear of obstruction. Furnish and install all equipment and material required to complete the installation as shown on the drawings. Equipment sizes and service space requirements may vary between different Manufacturers. Consult approved Manufacturer drawings as submitted and coordinate with these drawings. Refer to mechanical details for additional equipment requirements. HVACISHEETMETAL: Certain items such as rises and drops in ductwork, access doors, volume dampers, etc., are indicated on the contract document drawings for clarity for a specific location requirement and shall not be interpreted as the extent of the requirements for these items. All ductwork dimensions, as shown on the drawings, are internal clear dimensions, All air handling units shall operate without moisture carryover. Locate all mechanical equipment (MAUs, AMU's, single duct, variable volume, constant volume, fan coil units, unit heaters, coils, etc.) for unobstructed access to unit access panels, controls, and valving. P I return Provide flexible connections in all ductworks stems (supply, Y ( PPY� and exhaust) connected to air handling units, fans, and other ; equipment which require vibration isolation. Flexible connections shall be provided at the point of connection to the equipment unless otherwise noted. Unless otherwise noted, all ductwork is overhead, tight to the underside of the structure, with space for insulation and below any required piping. Runs of flexible duct shall not exceed 5'-0". Flexible duct shall not be used as an elbow. Provide sheet metal elbow at diffuser neck where tap is not out of the bottom of the supply main. Refer to details. All ductwork shall be coordinated with all trades involved. Offsets in ducts, including divided ducts and transitions around obstructions, shall be provided at no additional cost to the Owner. Provide access doors in ductwork to provide access for all smoke detectors, fire dampers, volume dampers, coils, and other items located in the ductwork which require service and/or inspection. Smoke detectors shall he furnished by Unit Manufacturer and wired by the Electrical Contractor. The Mechanical Contractor shall be responsible for mounting the smoke detector in ductwork as shown oil the drawings and in accordance with Manufacturer's printed instructions - See specifications for ductwork gauges, bracing, hangers, and other requirements. Contractor shall not locate any duct or piping directly over any electrical panels, switchgear, transformer, etc. Coordinate locations of ducts and piping with the Electrical Contractor to avoid these conflicts. All ducts penetrating shaft walls shall be seated airtight with firestop, Provide volume dampers upstream of all air inlets/outlets unless otherwise noted, Furnish and install rain hoods on flues and intake ducts above roof. Provide companion opposed blade volume dampers with all diffusers mounted in drywall ceilings. Do not provide companion volume dampers with diffusers mounted in lay -in tile ceilings. Provide manual volume dampers in the branch ducts serving diffusers located above lay -in tile ceilings. Diffusers, registers, and grilles mounted in drywall ceilings shall [nave plaster frames. Unless otherwise noted all ductwork above ceilings shall be insulated with 1Y" ductwrap. Ductwrap shall be 1.5 Ib. Density. Install volume damper at each branch takeoff from main supply ducts. Refer to Mechanical Detail Sheets for additional equipment requirements. FNA`-__ ` �1 � w Unless otherwise noted, locate all room thermostats and humidistats 4'-0" (centerline) above finish floor. Notify the Engineer of any rooms where the above location cannot be maintained or where there is a question on location. Unless otherwise noted all low voltage wiring (24 volts) shall be provided and installed by the Mechanical Contractor: This includes fans, radiant heaters, rooftop units, etc. Unless otherwise noted line voltage wiring (120 volts or greater) shall be provided and installed by the Electrical Contractor. All control wire and conduit shall comply with the National Electric Code (NEC) and Division 16 of the specifications. 11 ��Cor�densate drain pipe runout size shall be a minimum of 1" to earest drain. Furnish and install gas piping for MVAC units. Extend piping from meter location to units across roof unless otherwise noted on plumbing plans. Furnish and install a gas cock at each unit connection Refer to electrical and plumbing drawings for additional coordination with these drawings. Any unit supplied with natural gas shall be furnished with pressure regulators by Unit Manufacturer. All equipment should be installed with great regard to a neat finished product. Whenever possible, wiring should be routed in such a way as to minimize visibility. Piping should be tight to structure whenever possible, and orthogonal. Eliminate the need for condensate pumps if possible. Contact the Engineer prior to installing any equipment that will not be able to be installed in a neat, first class manner, consistent with the Manufacturer's installation instructions. w , w j e ki s 1- -- Concrete housekeeping pads to suit mechanical equipment shall be sized and located by the Mechanical Contractor. Minimum concrete pad thickness shall be 3Ya" unless otherwise noted. Pad shall extend beyond the equipment a minimum of 6" on each side. Concrete housekeeping pads shall be provided by the Mechanical Contractor. It shall be the responsibility of the Mechanical Contractor to coordinate size and location of concrete housekeeping pads with the General Contractor. Exterior louvers are indicated for information only. Louver sizes, locations, and details shall be coordinated with the General Contractor. Cost of any changes required by this, or other trades, due to substitution of equipment other than the basis of design, shall be included in the Mechanical Contractor's proposal, UTILITIES: Unless otherwise noted the local gas company shall provide gas to the building and furnish and install the meter. Connection to the meter and extension of the piping shall be made in accordance with the utility company requirements. Contact local utility company to arrange for gas meter installation. Furnish and install piping and specialties as required to receive meter. Verify local conditions at the site. CU c Z cn W W Z �R e Z := Z ro _ P co cn rn ( D o C6 v 6 CO iq v n =„. W Z =- LU o M�p x u- U � c Z � O CO _ W Q� C, c� T o v� WN CL Oz.._ Z ro Zv 0 co 0 d' Q ® < r Z 0 W WCO L V V I D 0 0 X UL {� l� W W UJ rr W W fn Z _ (5 U) UJ t� ,) on. M t,.� �R. a33iy'•,, e : �, •- �g : CoUJ 0 3 z 0 _� • :� .fi Gj ,. Or 7yO ral�PRO� 6i Z 0 1 U � w w FCU -137 100 11100* FCU-142 B r 80 SD -2 180 80 80 SD -2 120 SD-� 180 205 FCU 136 D 8x8 10x10 RG -2 I\I\ C 42 1"-- 10 - - 1202 EF -3-3 RG -2 8011 RG -2 FCU -121 100 RG-2 zs r SD -3 80 80 801-1 RG -2 12x12 12� 100 100 100 10Q3 -- 8' 8f�7 SD -2 SID -2 ' ` 80 80 SD -2 SD -2 r FCU -129 40 SD -2 $0 80 SD -2 SD -2 $�C3 80 SID -2 175 175 175 , .21ij`' Cl�80 B ,-•, 175 175 175 175 FCU -105 __. 6, !. ,SD -1 Aim 1/8• = 1'-O' PIAN NORTH TRUE NORTH Geueral Votes: These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the MVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 1hru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Flan Notes: OMount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. Route refrigerant linesets up and into roof structure, horizontally to exterior wall. t`3 Provide 6" concrete housekeeping pad under chiller Mount chiller on 8" equipment rails. Line inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. ORecess mount EH -1 centered over interior vestibule doors. `:../ Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. r U Z W s UJ 0 Z W V M Z � J - �(0 C/) Z` m; LLJ -mj M U- U , z�,.N LLJ a DC W }wit U U a M O It z T 2 a. rr Q � U Q O z C14V 4 0Z ILL. w �- F W U) <t ® F- LLJ o OL F- U) 1� i� Q t—� co �� �...... • �/ iii w •w a: ¢ W a'AC) Z Sd O r ••pR©��,A, cii z O L/) e� 1 UJ W w ¢ z a a (10 ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 146 PA5TOR'5 OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 GOATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 159 STAIR 3 226 OFFICE 4 CHRISTIAN 119 TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 12G CLASSROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 169 WEST VESTIBULE 303 WEST ATTIC, MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIREGTOR'5 17G CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1G9 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANIGAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR AGTIVITIE5 AREA 208 CHOIR ROOM FCU -137 100 11100* FCU-142 B r 80 SD -2 180 80 80 SD -2 120 SD-� 180 205 FCU 136 D 8x8 10x10 RG -2 I\I\ C 42 1"-- 10 - - 1202 EF -3-3 RG -2 8011 RG -2 FCU -121 100 RG-2 zs r SD -3 80 80 801-1 RG -2 12x12 12� 100 100 100 10Q3 -- 8' 8f�7 SD -2 SID -2 ' ` 80 80 SD -2 SD -2 r FCU -129 40 SD -2 $0 80 SD -2 SD -2 $�C3 80 SID -2 175 175 175 , .21ij`' Cl�80 B ,-•, 175 175 175 175 FCU -105 __. 6, !. ,SD -1 Aim 1/8• = 1'-O' PIAN NORTH TRUE NORTH Geueral Votes: These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the MVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 1hru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Flan Notes: OMount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. Route refrigerant linesets up and into roof structure, horizontally to exterior wall. t`3 Provide 6" concrete housekeeping pad under chiller Mount chiller on 8" equipment rails. Line inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. ORecess mount EH -1 centered over interior vestibule doors. `:../ Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. r U Z W s UJ 0 Z W V M Z � J - �(0 C/) Z` m; LLJ -mj M U- U , z�,.N LLJ a DC W }wit U U a M O It z T 2 a. rr Q � U Q O z C14V 4 0Z ILL. w �- F W U) <t ® F- LLJ o OL F- U) 1� i� Q t—� co �� �...... • �/ iii w •w a: ¢ W a'AC) Z Sd O r ••pR©��,A, cii z O L/) e� 1 UJ W w ¢ z a a (10 ISID-3 SD -2 SD -2 SD -2 280 80 175 175 80 80 175 q EH -1 60 00 100 EF -1 FCU -126 FCU -124 C C 10x10 100 RG -2 80 RG -2 12x12 A 1204-9 ii rLCU-102A ® 1 ,nrt a�,l 1 ! 1 FCU -102B u _ JL40 80 RG�2 FA ROOM LEGEND 1 i DSAC-118 Ln 1 i I I I € ` i I - : Outdoor 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 W 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 CO 0) M t-' J 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. GLA55ROOM 1 DSA2 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1 Indoor EH -1 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE i6�° 10q GOATRACK 151 LOBBY 1 21G WE5T CORRIDOR •� 110 111 GOATRACK COATRACK 152 153 STORAGE SMALL CONFERENCE 217 218 LIBRARYF CHRIST. ED. STORAGE 11 112 ELECTRICAL CC `--� ROOM 21q WORK ROOM U U � 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM - - 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 cc FOOD PANTRY 222 CHRIST. ED. STORAGE - 115 STAIR 5 157 MEN 223 MEN - 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL Z LOBBY 225 STAIR 3 118 5ACR15TY 159 STAIR 3 22G OFFICE 4 CHRISTIAN oc 11q TOILET 160 015HWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE _ 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR C, SPRINKLER R15ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM ' i s ;5 � . 123 TOILET Or STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR -- -- ----- i 125 CLASSROOM 7 165 FELLOWSHIP HALL -_ 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC, MECHANICAL - -- - 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC, MECHANICAL 130 5TAIR 1 171 FORTE-GOCHERE AND STORAGE 131 GLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY d V) 133 GLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 J 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 ! 138 WORK ROOM 203 PIPE ORGAN CA5E 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL I 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 GHOIR ROOM E ISID-3 SD -2 SD -2 SD -2 280 80 175 175 80 80 175 q EH -1 60 00 100 EF -1 FCU -126 FCU -124 C C 10x10 100 RG -2 80 RG -2 12x12 A 1204-9 ii rLCU-102A ® 1 ,nrt a�,l 1 ! 1 FCU -102B u _ JL40 80 RG�2 FA PLAN NORTH TRUE NORTH 1, These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor, 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Plan Notes: Mount DSAC-118 Indoor unit at +10'-0" AFF. Refer to P sheets for condensate drain routing. ORoute refrigerant linesets up and into roof structure, horizontally to exterior wall. Provide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails. OLine inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity, Route pipe up thru chase to attic and appropriate manifold system. (31 Recess mount EH -1 centered over interior vestibule doors. 8D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. MA. d 1 i t. Ln 1 i I I I € ` i I PLAN NORTH TRUE NORTH 1, These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor, 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Plan Notes: Mount DSAC-118 Indoor unit at +10'-0" AFF. Refer to P sheets for condensate drain routing. ORoute refrigerant linesets up and into roof structure, horizontally to exterior wall. Provide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails. OLine inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity, Route pipe up thru chase to attic and appropriate manifold system. (31 Recess mount EH -1 centered over interior vestibule doors. 8D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. MA. d Z Ln W a W. Z ` W Z ro CO 0) M t-' J - CO m oCO m N �,:�,_ ZO W m M � X C LL U m �N� Z� r W —J _ v _ UJ ro CL CL W U o - Z = ro IL o co d u Z WZ Eli (L CC `--� < U U � - (D Z �1E 0 0 �1 cc UJ LL. L1J W Cr) Z 41 < UJ oc ® CD C, !, •A•••,e.W �••� m La • N ' i s ;5 � . Or ••¢ROF',. Z 0 0 t- W 0 �j Q F W 1: (1 d V) Arga 1/8• = 1•-0' -irst Floor HVAC- --Plan Altern A SR -1 185URG-2 47 f 647 FCU -163 SD-1FCU-155 130 43 FpA 5 RG -5 a 1247 12x12 RC- 2 X RG 2 co 8) FCU 102P 40 847 E 6407 PLAN NORTH EH" 1 _ 1/8' = V -O' PLAN NORTH TRUE NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Flog Plan Notes: i Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. r2 Route refrigerant linesets up and into roof structure, horizontally to exterior wall. t Provide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails, (D Line inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. ORecess mount EH -1 centered over interior vestibule doors. OConnect 7" exhaust duct to microwave exhaust connection and route to building exterior, Coordinate exact discharge location with Architect. Provide wall cap. Z cli W 'w W v Z Z W Z m �co Ct) - _ M oCm ZW co) � LLL o 3m- W EL Z Y Yi. d�- Q Q Z W W CL ~ Q f��°� U L/ Z 0 0°J LL. U Cie �-- �rJ W WE U) Z < 10�o !�C F— U) UJ L.� (Crj .....•,•• 00 -� W M < ar ca z •����,y0r PR1, 4`V,{`��� irnmr cii Z 0 UJ 4 N" 1 r= O v w F - w w 0O Q = Q- 0 cn ROOM LEGEND 101 VESTIBULE 143 EXIT 2091 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PA5TOR'5 OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRAGK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRAGK 150 LOBBY 2 AND STORAGE 109 COATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRAGK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 159 STAIR 3 226 OFFICE 4 CHRI5TIAN 1191 TOILET 1GO DI5HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 GLA55ROOM 7 165 FELLOWSHIP HALL 126 CLASSROOM G 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTS-GOGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM Arga 1/8• = 1•-0' -irst Floor HVAC- --Plan Altern A SR -1 185URG-2 47 f 647 FCU -163 SD-1FCU-155 130 43 FpA 5 RG -5 a 1247 12x12 RC- 2 X RG 2 co 8) FCU 102P 40 847 E 6407 PLAN NORTH EH" 1 _ 1/8' = V -O' PLAN NORTH TRUE NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Flog Plan Notes: i Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. r2 Route refrigerant linesets up and into roof structure, horizontally to exterior wall. t Provide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails, (D Line inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. ORecess mount EH -1 centered over interior vestibule doors. OConnect 7" exhaust duct to microwave exhaust connection and route to building exterior, Coordinate exact discharge location with Architect. Provide wall cap. Z cli W 'w W v Z Z W Z m �co Ct) - _ M oCm ZW co) � LLL o 3m- W EL Z Y Yi. d�- Q Q Z W W CL ~ Q f��°� U L/ Z 0 0°J LL. U Cie �-- �rJ W WE U) Z < 10�o !�C F— U) UJ L.� (Crj .....•,•• 00 -� W M < ar ca z •����,y0r PR1, 4`V,{`��� irnmr cii Z 0 UJ 4 N" 1 r= O v w F - w w 0O Q = Q- 0 cn AREA A 1/8' = 1* -0' 30"0 SD -2 SID -2 RG 2SD-3 SD -3 80 0 175 f 175 265 265 O FCU -208 -- F 100 100 (Typ. for 4) D-3 ►' 20x12 16x12 12- 55 UH -215A SD -2 FCU -212 SD -2210 175 C17510x 10 10RG 2 _ 80100 RG -2 RG -2 __ SD -3 SD -3 80 265 265 AL FCU 207 40 inn e d%% inn RG -3 PLAN NORTH RG -2 SD -2 170 TRUE NORTH • •` 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd FIo®r Plan Notes: J Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect, Provide wall cap. KEY PLAN m U _ M Z �E UJ ;` a UJ Z W Cl) m o(6 J m N to mV W CD M C lL 0 �m Z cnUiC' m� W • Cl) R `4 zi UJ J a U Q Z L N lqt 2 r-1 4 lo..J WZ Lli i CL Q O U > L r. Q z 0 ►►! �����0 Z 0 0 F:3 Z Z) 0 U]ui LIe W U) z ® F- 6 UJ U ® a t - C 00 �'•0 rrrirr�� cii Z U cn w e -•r 1 C) 0 U LJ UJ w � ¢ X CL cn DOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRAGK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 109 GOATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRAGK 152 STORAGE 217 LIBRARY 111 COATRAGK 153 SMALL CONFERENCE 218 CHRIST, ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE GONFERENGE 113 SERVER 155 WOMEN ROOM 113A GHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANGTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 159 5TAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 DI5HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 GLA55ROOM 7 165 FELLOWSHIP HALL 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC, MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 GLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC, MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 GLA55ROOM 3 172 BELL TOWER 304 5TAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 GLO5ET 135 PRESGHOOL DIRECTOR'S 176 GLOSET 105 FELLOWSHIP HALL OFFICE --- 166 PREP 1 136 GLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 139 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM AREA A 1/8' = 1* -0' 30"0 SD -2 SID -2 RG 2SD-3 SD -3 80 0 175 f 175 265 265 O FCU -208 -- F 100 100 (Typ. for 4) D-3 ►' 20x12 16x12 12- 55 UH -215A SD -2 FCU -212 SD -2210 175 C17510x 10 10RG 2 _ 80100 RG -2 RG -2 __ SD -3 SD -3 80 265 265 AL FCU 207 40 inn e d%% inn RG -3 PLAN NORTH RG -2 SD -2 170 TRUE NORTH • •` 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd FIo®r Plan Notes: J Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect, Provide wall cap. KEY PLAN m U _ M Z �E UJ ;` a UJ Z W Cl) m o(6 J m N to mV W CD M C lL 0 �m Z cnUiC' m� W • Cl) R `4 zi UJ J a U Q Z L N lqt 2 r-1 4 lo..J WZ Lli i CL Q O U > L r. Q z 0 ►►! �����0 Z 0 0 F:3 Z Z) 0 U]ui LIe W U) z ® F- 6 UJ U ® a t - C 00 �'•0 rrrirr�� cii Z U cn w e -•r 1 C) 0 U LJ UJ w � ¢ X CL cn SD -3 SD -3 265 265 1, SD -2 SD -2 art i 150 - 150 8080 150 EF -2 80` D 3 SD - .x355 100 60 BOOM LEGEND 60 SD -1 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PA5TOR'5 OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRAGK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRAGK 150 LOBBY 2 AND STORAGE 10q GOATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 15q STAIR 3 226 OFFICE 4 GHRI5TIAN 119 TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL 126 CLASSROOM 6 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOY5 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE --- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM SD -3 SD -3 265 265 1, SD -2 SD -2 art i 150 - 150 8080 150 EF -2 80` D 3 SD - .x355 100 60 60 SD -1 8( 130 S�-1-1' 50 SD -3 FCU -216 RG PLAN NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting, Contractor shall install his work in a manner that will conform with the structure, Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner, 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling, Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Notes: OConnect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. CJ - ;G {/) E W W Z 0 Z W Z _ ro cfl U m �6 J m �� coZ lL m M n X O = `� 3 °? — U z M Cf) o cn W` o —j W ro U O Z 3 - U O C0 O Q Q ® 44 Z j ®I 0. W V Q 0 U > U- r. (D 0 _Z j 0 5 j 00 U. T U 0 U W �l Z Cfl O r- LLJ Cie L9 LIJ rj ® O 7 � `���unurrrrr ♦♦`%% • .— r �0 .� i s O i� 0 Oe 7-/0r1141 PROS ��,*,♦ Z O w '4 Ll s� 'It O 1 co U O W F- W Uj lY Q X LZ 0 V V 60 60 FCU -217 SD -1 8Q C 1000 MmAL. 9 120 12x 12; R G it SD -1 50 SD -3 FCU -216 255 A 130 FCU -223 A 10x8 SD -1 130 AREA I 1/8' = 1* -0* ROOM LEGEND EH -1 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 - S AND STORAGE 109 COATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 15q STAIR 3 226 OFFICE 4 CHR15TIAN 11q TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM 6 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-GOCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 GLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 17G GL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY IG7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 139 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM V V 60 60 FCU -217 SD -1 8Q C 1000 MmAL. 9 120 12x 12; R G it SD -1 50 SD -3 FCU -216 255 A 130 FCU -223 A 10x8 SD -1 130 AREA I 1/8' = 1* -0* 320 Fabric Ductwork PLAN NORTH TRUE NORTH General Notes: 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure, Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project, 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Nates: (D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior, Coordinate exact discharge location with Architect. Provide wall cap. 6 Z {/)Cr F LU a W Z W Z F- Cl) m C) N M _ SQ fn m a CD Z. - W -.3 C U o m- Vz�-ocr) a'6 Cf) - C ccLLJa W u o� ZC L O� nlol$-i co O CO 'Q Q 0 44 J 0. LLJ �— 0 Cc < cc 0 U > L `D Q ae Z 0 0 ._� o 0 ■ Z M 0 W W U) Z C—'t F— O F— Cie U LU O (Y) LL) r <,g Z iO N• :� �i 4, '••.....•' �4 Z O _M Ix (10 (10 e� ,it 1 C7 C) v 0 LJ -3w w O w o ¢ z � o u7 EH -1 SD -2 285 10.0 FCU -227 B 60 RG -2 ` -- RG-2 FCU -229 B SD -2 - 285 Transition to Fabric Duct i-2 RG -2 F a - S 320 Fabric Ductwork PLAN NORTH TRUE NORTH General Notes: 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure, Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project, 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor Plan Nates: (D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior, Coordinate exact discharge location with Architect. Provide wall cap. 6 Z {/)Cr F LU a W Z W Z F- Cl) m C) N M _ SQ fn m a CD Z. - W -.3 C U o m- Vz�-ocr) a'6 Cf) - C ccLLJa W u o� ZC L O� nlol$-i co O CO 'Q Q 0 44 J 0. LLJ �— 0 Cc < cc 0 U > L `D Q ae Z 0 0 ._� o 0 ■ Z M 0 W W U) Z C—'t F— O F— Cie U LU O (Y) LL) r <,g Z iO N• :� �i 4, '••.....•' �4 Z O _M Ix (10 (10 e� ,it 1 C7 C) v 0 LJ -3w w O w o ¢ z � o u7 DL -1 600 Intake Louver. r Refer to "A" Sheets X for details. VAV-2 r 1,640 CFM VAV-1 2500 CFM 40X20 ✓✓j AHU-1 300 5000 CF DL -1 640 -XEA A ATTIC H M PLAN NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. It any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Flan (Votes. 10 Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. Seal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3Y2" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. GGrease fan. Refer to M28, M29 and M30. QDish machine fan. Refer to M28, M29 and M30. PLAN.KEY .-. U' Z - cc LLI UJ Z Z LU 0 m Z U co co O M m N (00 ' ^ U UJ d n Z 7 M S U- z Cl) -'_ a Lu ro U 0 Z _ _ L O co Q W LUJ 0 LL 0 ® Q M� YY� U Dn �- T. 0 W LUCC LLJCC W U) at Z 44 U) LIJ LO ILJL (o ,`,l{tflllllfllll vim` v: °•••••00 °O• f!� V N • Q 01 LAJ ori ., '.�� � •�: �fi�i�� !li�ItiO 111 PP, Z O erg I C) C) ww 0 w W Q 1 CL a ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. GLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q COATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 1.53 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRI5TIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 163 CHAIR AND TABLE 22cl A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 12G CLASSROOM 6 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 GLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 GLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CL05ET 135 PRESCHOOL DIREGTOR'5 176 GL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM DL -1 600 Intake Louver. r Refer to "A" Sheets X for details. VAV-2 r 1,640 CFM VAV-1 2500 CFM 40X20 ✓✓j AHU-1 300 5000 CF DL -1 640 -XEA A ATTIC H M PLAN NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. It any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Flan (Votes. 10 Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. Seal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3Y2" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. GGrease fan. Refer to M28, M29 and M30. QDish machine fan. Refer to M28, M29 and M30. PLAN.KEY .-. U' Z - cc LLI UJ Z Z LU 0 m Z U co co O M m N (00 ' ^ U UJ d n Z 7 M S U- z Cl) -'_ a Lu ro U 0 Z _ _ L O co Q W LUJ 0 LL 0 ® Q M� YY� U Dn �- T. 0 W LUCC LLJCC W U) at Z 44 U) LIJ LO ILJL (o ,`,l{tflllllfllll vim` v: °•••••00 °O• f!� V N • Q 01 LAJ ori ., '.�� � •�: �fi�i�� !li�ItiO 111 PP, Z O erg I C) C) ww 0 w W Q 1 CL a DL -1 640' DL -1 640 I DL -1 640j DL -1 640 DL -1 640 4" PVC, combustion air and flue up thru concentric vent. O refer to installation instructions. Typ of 6. _ a VAV-3 1000 CFM s B-1 B+2 B®3 B-44 B-55 B-66 BAS ® Panel 1/8' = 1'-0° PLAN NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project, 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes. 0 Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. QSeal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3y2" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. QGrease fan. Refer to M28, M29 and M30, Q Dish machine fan. Refer to M28, M29 and M30. KEY PLAN Z W„ W Z LU Z U aS N C/) �J S fww W M C LL Q � U L S� W(n c :}. oo Cr L EL W{� Co U Z� i U C'7 C) d" Q Q W Z --- W 0 CLU LL Z O V W LU r�� (--- firs C/)at ® C:) F� co .�` SIR. j� JJ-' �v' �. \ ••ri 'j' a..• Z°ly�ee� ti ....... IS �ti 1�1�,,111,11t11610", 0 til PRQ 0�,�`a v� Z O C- 'qt co n 144- O U O W r- Lij W 0 Q LIJ � D V) DOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 15q STAIR 3 226 OFFICE 4 CHR15TIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 16q WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 GL05ET 135 PRESCHOOL DIRECTOR'S 176 CLO5ET 165 FELLOW5HIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 16q VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM DL -1 640' DL -1 640 I DL -1 640j DL -1 640 DL -1 640 4" PVC, combustion air and flue up thru concentric vent. O refer to installation instructions. Typ of 6. _ a VAV-3 1000 CFM s B-1 B+2 B®3 B-44 B-55 B-66 BAS ® Panel 1/8' = 1'-0° PLAN NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project, 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes. 0 Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. QSeal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3y2" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. QGrease fan. Refer to M28, M29 and M30, Q Dish machine fan. Refer to M28, M29 and M30. KEY PLAN Z W„ W Z LU Z U aS N C/) �J S fww W M C LL Q � U L S� W(n c :}. oo Cr L EL W{� Co U Z� i U C'7 C) d" Q Q W Z --- W 0 CLU LL Z O V W LU r�� (--- firs C/)at ® C:) F� co .�` SIR. j� JJ-' �v' �. \ ••ri 'j' a..• Z°ly�ee� ti ....... IS �ti 1�1�,,111,11t11610", 0 til PRQ 0�,�`a v� Z O C- 'qt co n 144- O U O W r- Lij W 0 Q LIJ � D V) AREA f ffroluffA aust Louver. )r to "A" Sheets for details. PLAN NORTH TRUE NORTH 1. These pians are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductworlc in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes: (D Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. QSeal duct penetration into return shaft air fight. Install fire damper at attic floor level. OProvide 3Y" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. Grease fan. Refer to M28, M29 and M30. / Dish machine fan. Refer to M28, M29 and M30. KEY PLAIN BOOM LEGEND 101 VESTIBULE 143 144 EXIT HALL 20q 210 TOILET G.E. CLASSROOM 2 102 103 NARTHEX COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'5 OFFICE 213 214 TEEN AREA STAIR 1 106 107 ELEV COATRACK 148 149 OFFICE 1 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 151 LOBBY 2 LOBBY 1 216 AND STORAGE WEST CORRIDOR 1Oq 110 GOATRACK COATRACK 152 153 STORAGE SMALL CONFERENCE 217 218 LIBRARY CHRIST. ED. STORAGE 111 112 COATRACK ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220OOM CONFERENCE 113 113A SERVER CHASE 155 156 WOMEN KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 11G STAIR 5 SANCTUARY 157 158 MEN FOOD PANTRY CUSTOMER 223 224 MEN OFFICE 3 GODLY PLAY 117 118 CHANCEL SACRISTY 15q LOBBY STAIR 3 225 226 STAIR 3 OFFICE 4 CHRISTIAN 119 TOILET 160 DISHWASHING EDUCATION 121 122 EAST CORRIDOR WATER SERVICE AND 161 162 EXIT KITCHEN 227 228 BRAILLE OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE STORAGE 22q 230 A/V CONTROL ROOM ADULT CLASSROOM 2 123 124 TOILET NURSERY 164 WEST CORRIDOR 231 JANITOR 125 126 CLASSROOM 7 CLASSROOM 6 165 166 FELLOWSHIP HALL PREP 1 301 3 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 167 168 PLATFORM PREP 2 302 AND STORAGE STAIR 1 128 129 CLA55ROOM 4 FAMILY KITCHEN 169 WEST VESTIBULE 303 WEST ATTIC, MECHANICAL 130 STAIR 1 171 PORTE-GOGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 133 GIRLS CLASSROOM 2 173 174 EAST COVERED WALKWAY WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 135 BOYS PRESCHOOL DIRECTOR'S 175 176 CLOSET CLOSET 165 FELLOWSHIP HALL OFFICE 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 168 PLATFORM PREP 2 137 138 PRESCHOOL LOBBY WORK ROOM 202 203 STAIR 2 PIPE ORGAN CASE 1Gq VESTIBULE 139 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 208 CORRIDOR OORCTIIIESEA CHOROOM ATIVTAR AREA f ffroluffA aust Louver. )r to "A" Sheets for details. PLAN NORTH TRUE NORTH 1. These pians are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductworlc in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes: (D Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. QSeal duct penetration into return shaft air fight. Install fire damper at attic floor level. OProvide 3Y" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. Grease fan. Refer to M28, M29 and M30. / Dish machine fan. Refer to M28, M29 and M30. KEY PLAIN FCU -142 F 1" FCU -137 B r u E UJ :F a UU Z � a Z W 0- _ C) v M r _ O) <D N � v t` cf) T v No �� Z: w ;cLL o Im ID L � Cl) c a co UJ co � G ZU CY) C7 Z II Ij Z 2 Q < O LL Q _Z I� �s 0 0 co 1101- 4" Chilled water supply and return buried underground yv� •• FCU -133 FCU -131 r FCU -127 FCU -125 r CrADC 3/4" C C - �r `r 3l4" ♦ 1, 1/8' = 1'-0' PLAN NORTH TRUE NORTH GeTeral Notes: These plans are diagrarnatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5, Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Plan Notes: (D Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. t� Route refrigerant linesets up and into roof structure, horizontally to exterior wall. OProvide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails. OLine inside of return air chase with fiat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. Recess mount EH -1 centered over interior vestibule doors. Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. IM » -- wil'al ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. GLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. GLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 GOATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHA5E 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 1lq TOILET 160 DI5HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR W LU SPRINKLER RI5ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET Q STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 GLA55ROOM 7 1G5 FELLOWSHIP HALL -- 126 CLA55ROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLA55RODM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 GL05ET O w F- w w 135 PRESCHOOL DIRECTOR'S 176 OL05ET 165 FELLOWSHIP HALL OFFIGE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 139 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC 5ERVIGE 205 MEGHANIGAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM FCU -142 F 1" FCU -137 B r u E UJ :F a UU Z � a Z W 0- _ C) v M r _ O) <D N � v t` cf) T v No �� Z: w ;cLL o Im ID L � Cl) c a co UJ co � G ZU CY) C7 Z II Ij Z 2 Q < O LL Q _Z I� �s 0 0 co 1101- 4" Chilled water supply and return buried underground yv� •• FCU -133 FCU -131 r FCU -127 FCU -125 r CrADC 3/4" C C - �r `r 3l4" ♦ 1, 1/8' = 1'-0' PLAN NORTH TRUE NORTH GeTeral Notes: These plans are diagrarnatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5, Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Plan Notes: (D Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. t� Route refrigerant linesets up and into roof structure, horizontally to exterior wall. OProvide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails. OLine inside of return air chase with fiat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. Recess mount EH -1 centered over interior vestibule doors. Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. IM » -- wil'al W LU �n tV • W U) Q C� C) CJ F- LLJ LU ® lG CQ —� �. �R .3 00 to ® 01 Z '" o i Z (7 w VYOP PRO 'V, �rrrnu�i�� Z 0 w wmo 0 i w ' © O w F- w w � � ¢ o y � FCU -1', C ---- 314" 1-1/4" DSA ?1l8 21 �. Indoor EH -1 �n r PLAN NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Flan Note: OMount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. ORoute refrigerant linesets up and into roof structure, horizontally to exterior wail. t� Provide 6" concrete housekeeping pad under chiller. OMount chiller on 8" equipment rails. OLine inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. ORecess mount EH -1 centered over interior vestibule doors. (DConnect T' exhaust duct to microwave exhaust connection and route to building exterior, Coordinate exact discharge location with Architect. Provide wall cap. KEY PLAN U }. Z (n `; E W '; Q W Z ?= Z W .w= _Z =` m co In u) m - (na Z W A M aLX ® 3 m Uzd-).ocr) W `n o cr IL LU 0R 7 U µ � C'7 C:) Tt Q Q 04 Z a. WE -J 0LLJ Z :E Cc (L0 (L LL Z IJ Ij 5W Cv 0 ov0 DID �j W F �Wr+ C/)L < ® F- CI F— LLL LU 04 0 C:) t — co ��\11111I1I1/l� m � •� Q7 6 � r Or ellt=dlit!{t1,�� &i Z 0 (f) t wr- O r,; w � a = a a (10 ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 119 TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR l61 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NUR5ERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 125 CLASSROOM G, 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 16q WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 GLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'5 176 CLOSET 165 FELLOWSHIP HALL OFFIGE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM FCU -1', C ---- 314" 1-1/4" DSA ?1l8 21 �. Indoor EH -1 �n r PLAN NORTH TRUE NORTH 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Flan Note: OMount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. ORoute refrigerant linesets up and into roof structure, horizontally to exterior wail. t� Provide 6" concrete housekeeping pad under chiller. OMount chiller on 8" equipment rails. OLine inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. ORecess mount EH -1 centered over interior vestibule doors. (DConnect T' exhaust duct to microwave exhaust connection and route to building exterior, Coordinate exact discharge location with Architect. Provide wall cap. KEY PLAN U }. Z (n `; E W '; Q W Z ?= Z W .w= _Z =` m co In u) m - (na Z W A M aLX ® 3 m Uzd-).ocr) W `n o cr IL LU 0R 7 U µ � C'7 C:) Tt Q Q 04 Z a. WE -J 0LLJ Z :E Cc (L0 (L LL Z IJ Ij 5W Cv 0 ov0 DID �j W F �Wr+ C/)L < ® F- CI F— LLL LU 04 0 C:) t — co ��\11111I1I1/l� m � •� Q7 6 � r Or ellt=dlit!{t1,�� &i Z 0 (f) t wr- O r,; w � a = a a (10 AREA ROOM LEGEND Z� F 101 VESTIBULE 143 EXIT 20q TOILET -- - - 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 0 . 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAID 2 146 PA5TOR'5 OFFICE 212 C.E. CLASSROOM 1 0 (6 m a tM0 in (0 105 ELEVATOR MACHINE ROOM 147 SEGRETARY'S OFFICE 213 TEEN AREA W 106 ELEV 148 OFFICE 1 214 STAIR 1 ro 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 COATRACK 151 LOBBY 1 216 WEST CORRIDOR Q 110 COATRACK 152 STORAGE 217 LIBRARY (L 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST, ED. STORAGE 112 ELECTRICAL CL ROOM 219 WORK ROOM - 112A CHASE 154 JANITOR 220 LARGE CONFERENCE Q 113 SERVER 155 WOMEN 0 II II ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN o� 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY WE vJ 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 159 STAIR 3 22G OFFICE 4 CHRISTIAN Q 119 TOILET 160 DI5HWA5HING Cie EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR C; �. 'yopfill //111111 SPRINKLER R15ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET 0 STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 1G5 FELLOWSHIP HALL -- 12G CLA55ROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE U 128 CLASSROOM 4 1GB PREP 2 302 STAIR 1 in cn 12q FAMILY KITCHEN 1G9 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES _ rl 134 BOYS 175 CLOSET 135 PRESCHOOL DIREGTOR'5 17G CL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM .. 137 PRESCHOOL LOBBY 202 STAIR 2 1GB PREP 2 - 138 WORK ROOM 203 PIPE ORGAN CASE 1G9 VESTIBULE 139 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM PC_. -_ 1 _.. ... .... ..... .. .. , . ... . 7y- i AREA G FIRST F va = r -o FCU -163 B_ RG -5 1 1� 1� �livpm.i PLAN NORTH TRUE NORTH I General Notes: 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner_ 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. PLAN NORTH TRUE NORTH 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3041, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project, 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 1st Floor Plan Notes: 1.:./ Mount DSAC-118 Indoor unit at +10'-0" A.F.F. Refer to P sheets for condensate drain routing. QRoute refrigerant linesets up and into roof structure, horizontally to exterior wall. iD Provide 6" concrete housekeeping pad under chiller. Mount chiller on 8" equipment rails. OLine inside of return air chase with flat black, nonfibrous, acoustic duct liner. Piping not shown entering chase for clarity. Route pipe up thru chase to attic and appropriate manifold system. (D Recess mount EH -1 centered over interior vestibule doors. (D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. Z� F W W Z. 0 . W Z M i— _ J , = :� U 0 (6 m a tM0 in (0 co Oji ` ", � v -�jM CLL O U - 3 v Z� W U) C2 cc _ M ro Zro Z 01 Q < Q —� (L Z L11 J Z CL Q U CL o U- Q Q Z 0 II II o� 0 4 n lj W Lu V I WE vJ U. Z Q� cfl Q V ✓ Cie W ® O CQ ( `V •. Y .• UD LLJ co • s Z C; �. 'yopfill //111111 6i Z 0 cn W U W 7) Ld 4 in cn L ui W Z " VVL rW --- oei U M F- V (D Cy m N � _ U (/) r M /C q � R G W M C LL 3 m' C� w °r o �r CL m ra =Tj z ro y . l" co C) W� -- I Z 2a. Ir CL Q C) C� a > ®Q� j ®C Z4 0 .j 0 cc Z m i-- U LL, Zw WE U) LLJ CD �t U) 3: CL LOo co •'• �v � ate' � `, — 0.0 m �.` o rrrrr��tie��� z O _L a i N7 w w w O w � Q = d o cn PLAN NORTH TRUE NORTH 1, These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor, 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Fier Plan Notes: Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. KEY PLAN. U Z 0 E WCL LU z 0 Z UJ z y ro H4 C> C) to C) v o z= O LL1 m� FL U) W t C M Cr - UJ a m1. o - z U M O dam' Q Q a. ua Z 2 1� )j Er CL Q 07 U U - (D a > z Dluul 4 m > � 3 0 W z r -j W 0 ""�� F— WM V U) LLJ F— W rJ 3 ® Q Cl) ate,, �/�• ••••••OQ ••� . �%+ *i • v V• p a s CO 0. .••• or z 0 t U O UJ LLJQ i Gw a � ROOM LEGEND? 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 14G PA5TOR'5 OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 10G ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRAGK 150 LOBBY 2 AND STORAGE 10q GOATRAGK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRAGK 152 STORAGE 217 LIBRARY 111 COATRAGK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRI5TIAN 1191 TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 2291 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 165 FELLOWSHIP HALL --- 126 CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLA55ROOM 4 1G8 PREP 2 302 STAIR 1 1291 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTS-GOGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 GL05ET 165 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM PLAN NORTH TRUE NORTH 1, These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor, 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Fier Plan Notes: Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. KEY PLAN. U Z 0 E WCL LU z 0 Z UJ z y ro H4 C> C) to C) v o z= O LL1 m� FL U) W t C M Cr - UJ a m1. o - z U M O dam' Q Q a. ua Z 2 1� )j Er CL Q 07 U U - (D a > z Dluul 4 m > � 3 0 W z r -j W 0 ""�� F— WM V U) LLJ F— W rJ 3 ® Q Cl) ate,, �/�• ••••••OQ ••� . �%+ *i • v V• p a s CO 0. .••• or z 0 t U O UJ LLJQ i Gw a � A11 FCU -201B 01 FCU -229 E B 6 -Fa 4 FCU -220 FCU -224 3/4 * FCU -228 FCU -230 C111111111 3/4" e 3A M A B FCU -226 A N 1/8' = 1'-0' L PLAN NORTH TRUE NORTH General Notes: 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2, Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap, 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor (Plan Notes: (D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. KEY PLAN V Z Cl) cc W W': Z 0 Z W` Zro Cl) to cu Cl) m o � Z0 � � ,L a0CD U s`� o W.'° U) to Cr m ` ro O Y;y co O d' Z Q Z LIJ 2a. Ir 0. < C) LL V q I� fj 0 00 0 0 ,� Z LJ a '� F U) LLL F— ® V LU LLJ r CL �® O CY) C 0111111i1illl llf 4 C9 • ... /� ., 1 "' O: lilii111110% I r 0 Lti L4 J f U W F-- w Q T- 0 0 Lf) ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PA5TOR'5 OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRAGK 150 LOBBY 2 AND STORAGE 10q COATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRAGK 152 STORAGE 217 LIBRARY 111 COATRAGK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED, STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 159 STAIR 3 226 OFFICE 4 CHR15TIAN 119 TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 GLA55ROOM 7 165 FELLOWSHIP HALL -- 126 GLA55ROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 GLA55ROOM 5 167 PLATFORM AND STORAGE 128 GLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 169 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 GLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIREGTOR'5 176 GL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM A11 FCU -201B 01 FCU -229 E B 6 -Fa 4 FCU -220 FCU -224 3/4 * FCU -228 FCU -230 C111111111 3/4" e 3A M A B FCU -226 A N 1/8' = 1'-0' L PLAN NORTH TRUE NORTH General Notes: 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2, Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap, 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. 2nd Floor (Plan Notes: (D Connect 7" exhaust duct to microwave exhaust connection and route to building exterior. Coordinate exact discharge location with Architect. Provide wall cap. KEY PLAN V Z Cl) cc W W': Z 0 Z W` Zro Cl) to cu Cl) m o � Z0 � � ,L a0CD U s`� o W.'° U) to Cr m ` ro O Y;y co O d' Z Q Z LIJ 2a. Ir 0. < C) LL V q I� fj 0 00 0 0 ,� Z LJ a '� F U) LLL F— ® V LU LLJ r CL �® O CY) C 0111111i1illl llf 4 C9 • ... /� ., 1 "' O: lilii111110% I r 0 Lti L4 J f U W F-- w Q T- 0 0 Lf) 4" Chilled Water Supply and Return Pg2 _ VAV-1 MAU-1 2500 CFM 2500 CFM AHU-1 2 VAV-2 4., 5000 CFM N 1540 CFMgn } O 2V 3 1-112" �� 2 2" VAV-3 FCU 301 1000 CFM XT_1 l I -B1 -B2 B3 -B4 -B5 -B6 H 4,. P 3 tl ► ursDWI Co.La'-5 �t sera B-1 B-2 In B•4 B-6 BAS ® Panel Fast Manifold System i Note. Piping diagram is schematic in nature. Locate,: - pipe and hydronic specialties as required for a neat, clean and serviceable installation. Contact Engineer with questions. Pi -A A ATTIC HVAG PIPING P1 Al� PLAN NORTH TRUE NORTH General Notes: 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting, Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall he insulated with 1.5 ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes: �.J Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor, QSeal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3Y2" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. Grease fan. Refer to M28, M29 and M30. Dish machine fan. Refer to M28. M29 and M30. KEY . PLAN ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 159 STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLA55ROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1G,q WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE—COCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 GL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 4" Chilled Water Supply and Return Pg2 _ VAV-1 MAU-1 2500 CFM 2500 CFM AHU-1 2 VAV-2 4., 5000 CFM N 1540 CFMgn } O 2V 3 1-112" �� 2 2" VAV-3 FCU 301 1000 CFM XT_1 l I -B1 -B2 B3 -B4 -B5 -B6 H 4,. P 3 tl ► ursDWI Co.La'-5 �t sera B-1 B-2 In B•4 B-6 BAS ® Panel Fast Manifold System i Note. Piping diagram is schematic in nature. Locate,: - pipe and hydronic specialties as required for a neat, clean and serviceable installation. Contact Engineer with questions. Pi -A A ATTIC HVAG PIPING P1 Al� PLAN NORTH TRUE NORTH General Notes: 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting, Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall he insulated with 1.5 ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes: �.J Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor, QSeal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3Y2" concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic. Grease fan. Refer to M28, M29 and M30. Dish machine fan. Refer to M28. M29 and M30. KEY . PLAN VAV-1 2500 CFM 1-112" r00OD �j VAV-3 1000 CFM x 3" 1-112 2„ ''_ - 0 ('� VAV-5 1550 CFM 3 FCU -303 - H v 55 2-112" 2-1/2" 3„ 3" West Manifold System Note: Note: P d schematic in nature Locate -- - •- u- ---•- rpmg iagram rs pipe and hydronic specialties as required for a neat, clean and serviceable installation. Contact Engineer with questions. i fi BOOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E, CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST, ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED, STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHR15TIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 165 FELLOWSHIP HALL -- 125 CLA55ROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 GLA55ROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 12cl FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-GOGHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 16q VESTIBULE 13cl PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 2.08 CHOIR ROOM VAV-1 2500 CFM 1-112" r00OD �j VAV-3 1000 CFM x 3" 1-112 2„ ''_ - 0 ('� VAV-5 1550 CFM 3 FCU -303 - H v 55 2-112" 2-1/2" 3„ 3" West Manifold System Note: Note: P d schematic in nature Locate -- - •- u- ---•- rpmg iagram rs pipe and hydronic specialties as required for a neat, clean and serviceable installation. Contact Engineer with questions. i fi I AREA ve = r -o PLAN NORTH TRUE NORTH r 1. These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 lb density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Puri Notes: t`1 Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. QSeal duct penetration into return shaft air tight. Install fire damper at attic floor level. Provide 3y2' concrete housekeeping pad under each air handler, tank, boiler, etc... in mechanical attic, Grease fan. Refer to M28, M29 and M30. Dish machine fan. Refer to M28, M29 and M30. KEY PLAN z _ U) F UJ a UJ Z e Z' UJ Zro ca U C9 M _ m CMto Z a U z L � Cl)e a W a LLJM C'7 O d' Q 0 Z L11 J U LL tL QCL 5W U LIJ LU WE U) Z < ® I_ W F_ U) f� n® Q (co SR, a3zv 00 Z 4Ptsi : tw QCO r O • N �• O ~ •. "W et r PIR tri Z O L a✓ �y U W F- O w a ¢ z � o � 2-1/2" 2-1/2" West Manifold System Note: Piping diagram is schematic in nature. Locate pipe and hydronic specialties as required for a neat, clean and serviceable installation. Contact Engineer with questions. , AREA C ATTIC HVAC PIPING PLAN PLAN NORTH TRUE NORTH 1 . These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes: iD Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. QSeal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3}'2' concrete housekeeping pad under each air handler, tank, bailer, etc... in mechanical attic. Grease tan. Refer to M28, M29 and M30, Dish machine fan. Refer to M28, M29 and M30. KEY PLAN ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PA5TOR'5 OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15PI STAIR 3 226 OFFICE 4 GHR15TIAN 11q TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT GLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE—COCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 16q VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 2-1/2" 2-1/2" West Manifold System Note: Piping diagram is schematic in nature. Locate pipe and hydronic specialties as required for a neat, clean and serviceable installation. Contact Engineer with questions. , AREA C ATTIC HVAC PIPING PLAN PLAN NORTH TRUE NORTH 1 . These plans are diagramatic in nature, and do not represent every necessary offset and fitting. Contractor shall install his work in a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. Sheet metal supply ductwork in concealed spaces shall be insulated with 1.5 Ib density, fiberglass ductwrap. 3. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 4. Sheet metal transitions by Sheet Metal Contractor. 5. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. 6. Provide T -Stats for each zone of heating or cooling. Submit T-Stat location for Engineers review prior to installation. Attic Plan Notes: iD Maximize headroom in attic walkways. Unless otherwise noted, install duct as high as possible, and prior to piping. Transitions and offsets by Sheetmetal Contractor. QSeal duct penetration into return shaft air tight. Install fire damper at attic floor level. OProvide 3}'2' concrete housekeeping pad under each air handler, tank, bailer, etc... in mechanical attic. Grease tan. Refer to M28, M29 and M30, Dish machine fan. Refer to M28, M29 and M30. KEY PLAN Pumps Mark System Served Taco Model Connection Size (inch) Pump Type Flow Rate (gpm) Head (ft w. g.) Power (hp) Impeller Diameter (inch) Electrical Connection Remarks Voltage (V) Phase (0) Starter By: Disconnect By P-1 Chilled Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-2 Chilled Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-3 Hot Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P-4 Hot Water KV3009 3" x 3" In -Line 100 80 5 8.8 208 3 MFR MFR 1,2,3,4 P -B1 Boiler #1 1611 1X2" x 1y" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P -B2 Boiler #2 1611 1Y2" x 1Y2 In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P -B3 Boiler #3 1611 14", x 14" In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P-134 Boiler #4 1611 iyv x 1Y2' In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P -B5 Boiler #5 1611 1Y2" x 1Y2' In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 P-136 Boiler 46 1611 1X" x 1Y2' In -Line 25 20 0.5 4.6 120 1 MFR MFR 4 Notes: 1. Variable frequency drive. 2. Spring hangars. 3. VFD field installed by TCC. 4, Non -Overloading. Electric Heater Mark AHU Terminal Outlets Electrical Connection Electrical Connection Flooded Mark Area Served Model yp Type Face Size (in.) Disconnect Remarks Remarks SD -1 Supply Diffuser SCD 140 24 x 24 60 Power (Watts) Voltage Phase (0) MCA (A) Supply Diffuser SCD EH -1 Varies Raywall E3313T2SRPW Wall Heater 1500 120 1 12.5 MFR 1,2 Notes: 1, Fan forced heater. 2. Integral single pole T-Stat. Notes: 1. Provide factory extended panel for any diffuser which is smaller than the grid in which it is installed. 2, Sound baffle by Sheet Metal Contractor, 3. Provide plaster frame for diffusers, registers and grilles installed in gypsum board. Variable Air Volume Box Mark AHU Terminal Outlets Static Electrical Connection Flooded Mark Function Price Model Airflow Range (CFM) Face Size (in.) Neck Size (in.) Calor Remarks SD -1 Supply Diffuser SCD 140 24 x 24 60 White 1,2,3 SD -2 Supply Diffuser SCD 250 24 x 24 Volume White 1,2,3 SD -3 Supply Diffuser SCD 360 24 x 24 100 White 1,2,3 SD -4 Supply Diffuser SCD 470 24 x 24 120 White 1,2,3 (CFM) xQ o m Voltage Phase Starter Disconnect EWT x SR -1 Supply Register 520 200 11 X x 7 % 10 x 6 White 1,2,3 Space VAV-1 AHU-1 VCCF 14 2500 .15 120 1 ER -1 Exhaust Register 530 275 13 lr x 13 Y4 12 x 12 White 1,2,3 Starter Disconnect (lbs) Remarks (V} VAV 2 MCA VCCF 12 RG -1 Return Grille 80 500 13 34 x 13 Y, 12 x 12 By Architect 1,2,3 RG -2 Return Grille 80 1100 25 % x 13 , 24 x 12 By Architect 1,2,3 RG -3 Return Grille 80 2200 25 f x 25 X 24 x 24 By Architect 1,2,3 RG -4 Return Grille 97 5000 31 % x 73 34 30 x 72 By Architect 3 RG -5 Return Grille 97 3000 19'4 x 73 % 18 x 72 By Architect 3 1550 .15 120 1 MFR MFR 1 VAV-6 DL -1 Drum Louver HCD1 1000 12 3/8 x 20 % 10 x 18 By Architect 3 Notes: 1. Provide factory extended panel for any diffuser which is smaller than the grid in which it is installed. 2, Sound baffle by Sheet Metal Contractor, 3. Provide plaster frame for diffusers, registers and grilles installed in gypsum board. Variable Air Volume Box Mark AHU o U Tank Static Electrical Connection Flooded Unit # Taco System Volume Volume Pressure Weight Served Space Trane (gal) Pressure (PSIG) (lbs) XT -1 CA -300 Hydronic Mark 79 50 Volume Volume Air Cooling Performance v c`i'n Remarks Electrical Connection Served Model U_ Drop Ccs B-3 Mark Air Outside U Q W (CFM) xQ o m Voltage Phase Starter Disconnect EWT x ov U iv c�i ¢ T <C) Model (w.g.) (V) (0) By: By. Space VAV-1 AHU-1 VCCF 14 2500 .15 120 1 MFR MFR i Total 1st FloorgEast Phase (MBH) (GPM) Starter Disconnect (lbs) Remarks (V} VAV 2 MCA VCCF 12 1540 .15 120 1 MFR MFR 1 (GPM) 2nd Floor East Cooling Cooling (F) (°F) (GPM) (Feet) Heating (V) VAV-3 Wing VCCF 10 960 .15 120 1 MFR MFR 1 VAV-4 AHU-2 VCCF 12 1550 .15 120 1 MFR MFR 1 VAV-5 West Wing VCCF 12 1550 .15 120 1 MFR MFR 1 VAV-6 AHU-3 VCCF 12 1550 .15 120 1 MFR MFR 1 Notes: 1, NC -25 Expansion Tank Mark AHU o U Tank Acceptance Max Flooded Unit # Taco System Volume Volume Pressure Weight Served Model Served (gal) (gal) (PSIG) (lbs) XT -1 CA -300 Hydronic 79 79 50 �978 Air Separator Mark AHU o U Opening Max Flow Heating Performance (Hot Water) Unit # Taco System Size Rate Remarks Area Served Model Served (in.) (GPM) Outside AS -1 4904AD Hydronic 4 200 1,2 Notes: 1. ASME 125# construction. 2. 375"F maximum operating temperature. Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=180"F, LWT_160"F. 2. 2" MERV 8 filters. 3. VFD field installed by TCC. 4. 2" double wall construction w/R-13 insulation. 5. MAU shall be mounted on spring isolators. 6. Three -Way control valves, 7. Dehumidification cycle. 8. Smoke detector. Air Handling Unit Mark AHU o U U o m- Heating Performance (Hot Water) External Cooling Performance Heating Performance Make-up Air Unit X o U Area Served In ff ¢ 0 T Air Outside Airflow (CFM) 2500 MAU-2 Remarks Soffit Com""'- Mark External Preheat Performance Nominal Volume Air Cooling Performance v c`i'n Reheating Performance Electrical Connection LDB Flow U_ ¢ T ¢ Ccs B-3 Mark Air Outside U Q W Ca xQ o m C) a' O U WPD EWT EWT x ov U iv c�i ¢ T <C) Model Tons (CFM} (CFM} Pressure Mark Space Trane Nominal Volume Air Static Sensible EDB LDB Flow WPD Total Voltage Phase (MBH) (GPM) Starter Disconnect (lbs) Remarks (V} Weight MCA MOCP gy_ By: (W.g.) (°F) (°F) (°F) (°F) (GPM) (Feet) Cooling Cooling (F) (°F) (GPM) (Feet) Heating (V) (0) 120 MOCP By: ey: By: MFR MFR 1,2,3,4,5 Model Tons (CFM)Pressure (CFM) 4 EDB LDB Flow WPD Total EDB EWB LDB LWB Flow WPD Total Sensible EDB LDB Flow WPD Total Voltage Phase FCC 04 340 Starter Disconnect (Ibs) Remarks 5000 2500 1.5 80 67 55 (W.g.) (°F) (°F) (GPM) (Feet) Heating ("F) (°F) (°F) (°F) (GPM) (Feet) Cooling Cooling (°F) (°F) (GPM) (Feet) Heating (V) (0) MCA MOCP By: By: 80 67 55 54.6 38.3 7.7 192 137.8 65 95 16.3 .46 162.7 (MBH) 3 23.9 50 MFR MFR 2160 (MBH) (MBH) Fellowship 7allCSIA012 120 15 6000 (MBH) 1,5 F 80 67 55 54.5 46.1 9.2 231.2 MAU-1 East CSIA004 12.5 2500 2500 1,5 -3 50 16.0 1.8 143.8 91 75 55 54.8 34.4 12.3 142.0 99.9 50 80 8,0 1.8 81.3 208 3 23.9 50 MFR MFR 1550 1,2,3,4,5,6,7,8 MAU-2 West CSIA004 12.5 2500 2500 1.5 3 50 16.0 1.8 143.8 91 75 55 54,8 34.4 12.3 142.0 99.9 50 80 8.0 1.8 81.3 208 3 23.9 50 MFR MFR 1550 1,2,3,4,5,6,7,8 Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=180"F, LWT_160"F. 2. 2" MERV 8 filters. 3. VFD field installed by TCC. 4. 2" double wall construction w/R-13 insulation. 5. MAU shall be mounted on spring isolators. 6. Three -Way control valves, 7. Dehumidification cycle. 8. Smoke detector. Air Handling Unit Mark AHU o U U o m- Heating Performance (Hot Water) External Cooling Performance Heating Performance Electrical Connection X o U Area Served In ff ¢ 0 T Air Outside Airflow (CFM) 2500 MAU-2 Remarks Soffit Com""'- Mark Space Trane Nominal Volume Air Static v c`i'n cam' Weight LDB Flow U_ ¢ T ¢ Ccs B-3 Mark Model d U Q W Ca xQ o m C) a' O U WPD EWT EWT x ov U iv c�i ¢ T <C) Model Tons (CFM} (CFM} Pressure EDB EWB LDB LWB Flow WPD Total Sensible EDB LDB Flow WPD Total Voltage Phase (MBH) (GPM) Starter Disconnect (lbs) Remarks (V} (a) MCA MOCP gy_ By: (W.g.) (°F) (°F) (°F) (°F) (GPM) (Feet) Cooling Cooling (F) (°F) (GPM) (Feet) Heating (V) (0) 120 MOCP By: ey: By: MFR MFR 1,2,3,4,5 A FCU-### FCC 03 275 4 1.96 7,16 45 55 9.54 6.57 1.96 (MBH) (MBH) 120 18.85 120 1 (MBH) 15 MFR MFR 1,2,3,4,5 B FCU-### FCC 04 340 AHU-1 Sanctuary CSIA010 12.5 5000 2500 1.5 80 67 55 54.6 38.3 7.7 192 137.8 65 95 16.3 .46 162.7 208 3 23.9 50 MFR MFR 2160 1,2,3,4,5,6,7,8 AHU-2 Sanctuary CSIA010 12.5 5000 1550 1,5 80 67 55 54.6 38.3 7.7 192 137.8 65 95 16.3 .46 162.7 208 3 23.9 50 MFR MFR 2160 1,2,3,4,5,6,7,8 AHU-3 Fellowship 7allCSIA012 120 15 6000 1550 1,5 F 80 67 55 54.5 46.1 9.2 231.2 165.4 65 95 19.6 .7 195.2 208 3 23.4 50 MFR MFR 2405 1,2,3,4,5,6,7,8 Notes: 1. Cooling EWT=45°F, LWT=55°F; Heating EWT=140°F, LWT=120°F. 2. 2" MERV 8 filters. 3. VFD (for balancing only) VFD field installed by TCC. 4. 2" double wall construction w/R-13 insulation. 5. AHU shall be mounted on spring isolators. 6. Three -Way control valves. 7. Dehumidification cycle, 8. Smoke detector. MAU-1 Mark AHU o U U o m- Heating Performance (Hot Water) Electrical Connection j a� Q X o U Area Served In ff ¢ 0 T Ca pacit y Trane Airflow (CFM) 2500 MAU-2 Remarks Soffit Com""'- Mark Trane 0 u`�i mac' U o CO (BTU/hr) (BTU/hr) v c`i'n cam' toCav- x LDB Flow U_ ¢ T ¢ Ccs B-3 Mark Model d U Q W Ca xQ o m C) a' O U WPD EWT EWT x MAU-1 Fan Coil Unit Mark AHU o U U o m- Heating Performance (Hot Water) Electrical Connection Remarks a� Served X Mark Area Served ti ff ¢ 0 T Ca pacit y Trane Airflow (CFM) 2500 MAU-2 Remarks Soffit Com""'- Mark Trane 0 u`�i mac' U o CO (BTU/hr) (BTU/hr) EWT c`i'n cam' toCav- x LDB Flow U_ ¢ T ¢ Ccs B-3 Mark Model Volume AHU-1 Remarks Phase (#t) xQ o m C) a' O U WPD EWT EWT x ov U iv c�i ¢ T <C) WPD EWT EWT Heating Capacity Voltage AHU-2 1,2,3 265 Starter xo o m a, C) 0)cha' 0 U (n (0) "� 4 MOCP X 0 0 0 V CO V Q T 4 C ti (MBH) (MBH) (GPM) (FT} AHU-3 (°F) (MBH) Fan Coil Unit Mark AHU Sanyo Sanyo Cooling Performance (Chilled Water) Heating Performance (Hot Water) Electrical Connection Remarks Electrical Connection Served Air Mark Area Served Indoor Outdoor Capacity p y Ca pacit y Trane Airflow (CFM) 2500 Disconnect Remarks Soffit 1,2 Mark Trane Nominal Model Model (BTU/hr) (BTU/hr) EWT Model voltage (o) LDB Flow WPD 265 Voltage Phase B-3 Mark Model Volume Rows Remarks Phase (#t) (CFM) (°F) Flow WPD EWT EWT Total Cooling Sensible Cooling Flow WPD EWT EWT Heating Capacity Voltage Phase 1,2,3 265 Starter Disconnect EL -399 (V) (0) MCA MOCP (GPM) (FT) (°F) (°F) (MBH) (MBH) (GPM) (FT} (°F) (°F) (MBH) (V} (a) MCA MOCP gy_ By: 2200 FCU-### FCC 02 250 2 1.22 8.63 45 55 5.93 4.38 1.22 7 140 120 12.28 120 1 .75 15 MFR MFR 1,2,3,4,5 A FCU-### FCC 03 275 4 1.96 7,16 45 55 9.54 6.57 1.96 6.07 140 120 18.85 120 1 1 15 MFR MFR 1,2,3,4,5 B FCU-### FCC 04 340 4 2.62 13,78 45 55 12.8 8.53 2.62 11.32 140 120 23.99 120 1 1.25 15 MFR MFR 1,2,3,4,5 C FCU-### FCC 06 550 4 3.87 7.19 45 55 19.1 13.15 3.87 6.43 140 120 37.42 120 1 1.75 15 MFR MFR 1,2,3,4,5 D FCU-### FCC 08 670 4 4.57 10.96 45 55 22.54 15.27 4,57 9.62 140 120 46.29 120 1 2.13 15 MFR MFR 1,2,3,4,5 E FCU-### FCC 10 1035 3 6.33 11.56 45 55 31.0 22.04 6.33 11.04 140 120 62.23 120 1 2.75 15 MFR MFR 1,2,3,4,5 F FCU-### FCD 06 565 4 3.9 7.8 45 55 19.4 13.3 3.5 5.7 140 120 29.6 120 1 1.75 15 MFR MFR 1,3,4,5,6 G FCU -#4# FCD 10 930 4 6.1 22.1 45 55 29.9 20.1 6.0 18.3 140 120 49.1 120 1 1.9 15 MFR MFR 1,3,4,5,6 H rvoles, 1. Provide 1" throwaway filters. 2. Provide auxiliary drain pan. 3. Provide automatic air vent for coil. 4. Wired thermostat. 5. Flooded condensate drain pan interlock. 6. Bottom stamped return and front quad supply grille. Ductless Split Heat Pump Mark AHU Sanyo Sanyo Cooling Heating Type Remarks Electrical Connection Served Air Mark Area Served Indoor Outdoor Capacity p y Ca pacit y Nominal ons T Airflow (CFM) 2500 Disconnect Remarks Soffit 1,2 Mark Trane Nominal Model Model (BTU/hr) (BTU/hr) EWT Model voltage (o) LDB Flow WPD 265 Voltage Phase B-3 EL -399 Disconnect Model Tons (BTU/hr) Phase (#t) (AMCA mps) (°F) (GPM) SAC 118 Sacristy KHS1872 CH1872 17,500 20,400 1.5 524 208 1 8.1 Manufacturer 1,2,3 Notes: 1. Provide flooded drain pan interlock. 2. Line voltage to outdoor unit, Unit Heater Mark AHU Price Air Volum} ume Performance Electrical Connection Type Remarks Max WPD w.c. ) Served Air Remarks (in w.c.) MOCP (A) Mark Space Trane Volume 70 2500 Remarks 96x12 Soffit 1,2 Mark Trane Nominal Capacity Rate WPD WPD EWT Model (CFM) EDB LDB Flow WPD 265 Voltage Phase B-3 EL -399 Disconnect Model Tons (BTU/hr) (GPM) (#t) (°F) (°F) (GPM) (Feet) Hti eatn (V) (0) MCA MOCP By: (lbs) 25 150 180 12 120 15 265 1,2,3,4,5 (MBH) EL -399 (V) (0) MCA MOCP UH -215A Attic S-180 2200 60 89.3 12,0 .6 70.0 120 1 4.5 15 MFR 1,2,3 UH -215B Attic S-180 2200 60 89.3 12,0 .6 70.0 120 1 4.5 15 MFR 1,2,3 (Votes: 1. Heating EWT=180°F, LWT=160°F. 2. Provide spring isolation hangars, 3. Provide flexible pipe connectors. Louver m Intake Mark AHU Price Air Volum} ume Static Pressure Size Type Remarks Max WPD w.c. ) Served Model Remarks (in w.c.) MOCP (A) B-1 Cooling OAL-1 MAU-2 70 2500 .025 96x12 Soffit 1,2 Notes: 1. Aluminum construction, 2. Insect screen. Chiller Mark Elite Model Energy Input (MBH) Energy Output (MBH) Efficiency (oho) Flow Rate (GPM) EWT (°F) LWT (°F)(ft Max WPD w.c. ) Electrical Connection Weight lbs ( ) Remarks Voltage (V) MOCP (A) B-1 Cooling Flow Evap Strainer 25 150 180 12 120 Mark Trane Nominal Capacity Rate WPD WPD EWT LWT 150 Weight Remarks 120 15 265 1,2,3,4,5 B-3 EL -399 399 Model Tons (BTU/hr) (GPM) (#t) (ft) (°F) (°F) voltage g Phase B-4 EL -399 Starter Disconnect (lbs) 25 150 180 12 120 15 265 1,2,3,4,5 B-5 EL -399 (V) (0) MCA MOCP By By: 12 120 CH -1 CGAM080F2 80 925200 184 13.5 15.9 55 45 2081 08 3 357.6 400 MFR MFR 5384 1,2,3,4,5,6 Notes: 1. 8410-A refrigerant, 2, Low ambient operation (down to 0°F) 3. Integral freeze protection to -20F. 4. Elastorneric vibration isolators. 5. Dual circuits, 4 stages/circuit. 6. Provide heat trace freeze protection for all exposed piping. Boiler- High Efficiency Mark Elite Model Energy Input (MBH) Energy Output (MBH) Efficiency (oho) Flow Rate (GPM) EWT (°F) LWT (°F)(ft Max WPD w.c. ) Electrical Requirements Weight lbs ( ) Remarks Voltage (V) MOCP (A) B-1 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-2 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-3 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-4 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B-5 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 B 6 EL -399 399 380.6 95.4 25 150 180 12 120 15 265 1,2,3,4,5 Notes: 1. Gas pressure regulator by Manufacturer (4.5"/14" min/max wg @ full load). 2. 4" PVC combustion air intake and flue with concentric vent thru roof by MC. 3. Install on 35' concrete housekeeping pad, 4. 5:1 turndown ratio. 5. Provide boiler controller for at least 8 boilers with the following functions: 5.1. Lead Lag 52. Outdoor air reset 5.3. Boiler efficiency optimization Exhaust Fan Schedule Electrical Connection--- Area Greenheck Airflow Static Pressure Weight Mark Served Model (CFM) (in. w.g.) (lbs) Remarks Voltage Phase Power (V) (0) (Watts) EF -1 Toilet SP -8110 75 0.25 120 1 80 10 1,2,3,4,5 EF -2 Toilet CSP -A390 300 0.50 120 1 144 21 1,2,3,4,5,6 EF -3 Toilet CSP -A700 450:E- 0.50 120 1 350 34 1,2,3,4,5,6 Notes: 1, Gravity back draft damper by Fan MFR, 2. Direct drive with solid state speed controller. 3. Disconnect by Fan MFR. 4. Fan shall operate from wall switch. 5. Provide wall cap. Paint to match exterior. 6. Provide vibration isolation hangers. Balance valve 1 Combination test plug (typ) 2 -Way temperature F— 1/2 " shut-off valve for vent control valve -� =.Union yp.) Heating/Cooling Coil T. Shut-off valve (typ.) E— Drain Strainer Notes. iO Automatic flow control valve. 2U Full size bypass to be used during boil out. D 10 Coil Piping M20 Scale: None -Route full size drain to downhill edge of concrete pad. Provide with screwed cap on end. Pressure gauge (typ.) - 1/4" Ball valve (typ.) Building exterior wall Thermometer (typ.) Architectural screen R R r==� Verify minimum clearances C-4 !� ri A __ :. e �_� Grade I II II II II Secure to I I I j Butterfly valve (typ.) 36" min. concrete (� Chiller water return ---� I I I I I I Chiller water supply pad (typ.) — — — = — _ — - - ... _..._..._----- -� ___.�'.____..- --___� Concrete pad by G.C. refer �-� to Structural Drawings. 4", insulated, class 51, ductile iron pipe. Refer to M 10, Notes: 1. Verify actual water, drain, power and control connection locations with unit manufacturer, 2. Provide heat trace freeze protection on aft piping exposed to exterior temperatures. 3. Coordinate clearances to architectural screen with chiller installation instructions, and Manufacturer's recommendations. 4. Coordinate underground piping with footers and foundations. .KD7'7Air Cooled Chiller Piping M20 Scale: None Butterfly valve (typ.) Threaded cap Sweat or brazed joie /- P/T test plug P/T test plug Threaded cap C. Sweat or brazed joint Copper Pipe Threaded cap //- Pressure/ temperature test plug Screwed connection Steel Pipe ---- Pipe Temperature and Pressure Test Plug Scale: None <-- Hanger rod Hanger rod -� Locking nut Locking nut Cold water make-up 1/4" line to drain Support nut Varies - coordinate with chiller/equip supplier. C ) from reduced pressure Support nut o P � Min. 24" wider than equipment in all directions. backflow preventer � Heavy duty Heavy duty clevis hangar Air �— High capacity air clevis hanger �" Eliminator Swing Check #3 Reinf. Bar @1'-0" o.c. Cold water supply vent like Taco g Q - Vaive(Typ) (each way) Bypass full size 14 Gauge zinc coated Supply sheet steel saddle at 14 G Sensor 2" Clear Connection to main Gauge zinc coated sheet �. AS -X least 6" long steel saddle at least 6" long 6^ 6 Z T _—Z Air separator � Drain _ � less dValverainer --� Boiler 12" miry, drop 1%2" - Circulator (TYP) I - � 1 _ t I W Pressure 1 _ __ Relief T'� Pip Valve(Typ) 1 0"--�!f. ir,r1 -0"Valve with lock shield P SystemAir vent like Taco Circulators ( II 'Pipe ,�Pressure gauge InsulationInsulationSiLL ze per mfg 6" Long hardwood blocks Typ of 61Ex ansion tank 6" Long hardwood blocks YP P '.,tishaped to fit pipe and hangersliaPed to fit pipe and hanger Compacted Subgrade #53 Crushed Limestarie(bladder type) —� Bar Continuous Z r Maximum Spacing For Pipe Hangers (Schedule 40 Piping) All piping shall be provided with seismic restraints in Backflow Pressure Outlet (Typical at exterior face of slab)Preventer Gauge Boiler #2 Combination —JE XT X� accordance with seismic hazard level SHL -C of the r Nom. Pipe Size (In.) 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4 5 6 Typ of 6 Fitting(Typ) ,, m i "Seismic Restraint Guide: Guidelines For Seismic i rt Hose bibb drain valve Expansion 11I,r1I. -I 11 r Spacing (FL) 7 7 7 9 10 10 13 14 16 17 Restraints of Mechanical Systerns And Plumbing Piping Pressure Tank nP� 4" concrete pad Systems" as published by SMACNA and in accordance Reducing W Note: Refer to specifications for piping other than schedule 40. with the Uniform Building Code. Valve Temp/Pressure Union (Typ) Gauge(TYP) Drain Valve(Typ) 0 Ball Vaive(TYP)LU LU D ,1 Air Separator and Expansion Tank Piping D 9 Pipe Hanger 6 and Smaller 6 Boiler Piping D 3 Exterior Equipmen Dt Pad M20 Scale: None M20 Scale: None M2Q Scale: None M20 Scale: None Z Q ® �- 0 3/8" ball valve — a\- U) 1/4"Tcopper Pitch down �� �� r/• y� s � � Reducer (to turn down) Spring type vibration isolators (typ) Building structure QQ o Thermometer Thermometer C) CD 450 Sweat or Sway bracing. (typ.) brazed joint Sweat or Direction of All" Refer to specifications brazed joint water flow for si7inc requirements. f All supports shall be provided with seismic restraints in accordance with seismic hazard level SHL -C of the "Seismic Restraint Guide: Guidelines for Seismic Restraints of mechanical systems and plumbing piping systems" as published by SMACNA and in accordance with the Uniform Building Code. Suspended mechanic equipmer Suspended mechanical equipment Side View Sway bracing. (typ.) Refer to specifications for sizing requirements. )er rods and vibration tors (typ.) Pressure gage Shut off cock -� Shut off valve Pipe to system. See plans for continuation. -ul', F Union type connection Shut off cock � Shut off valve Plan View Swing check valve Reducing tee\- Strainer In-line Reducing tee Notes: circulating pump 1. Provide all associated hardware for the attachment of the sway bracing to the building structure and to the hanging equipment. 2. Install sway bracing to avoid bending across sharp edges. 3. Sway bracing shall be installed with adequate slack to allow vibration isolation to function properly. D 10 aspen a ui�a nt Support M20 Scale None Inline Water Circulating Pum Scale: None Pipe to system. See plans for continuation. ••fir � �.� ti .101, .0 Thermometer F-mnlp crrk-w thraarl -- 1 r'if`t Pipe ----) :Id to pipe Steel thermometer well like H.O.Trerese Co. Cat. No. 138-0143 D 5 Thermometer Well M20 Scale: None aal air vents at all high points in piping system. D 2 Manual Air Vent M20 Scale: None Funnel 3/4" fill valve '`._.._Connect to pump suction 3/4" air vent 2 gallon 3/4" hose cock tank Bali valve (typ.) / `Gannect to pump discharge Union (typ.) --/ Scale: None M M C6 N C) CO -�tCa^ �c M C V- 0 o a_ iii Z 0 L rr LJ ,- rii w w • A.% i Q •�`3 �•��77 v) ,,��. iii Z 0 L rr LJ ,- rii w z Q r2 v) V 0 W a Z_ W 0 U J W° Z w 0 inU f W v Zfu 0 ...a :R q� co cv CD u M 11 Z =ui p M d ,6 CIS U) N C3 6 t` EL vi Z 0 vi 3 L0 n Maximum sag shall be AIN �- 0 1/2" per foot of support spacing. 0 w a r= w i Q Strap bracing shall be rn provided at a maximum of 3'-0" on centers. 1"Flange and hem Maximum flexible duct length shall be 5'-0". 1-1/2"Pocket slip Alternate of bolt Bolt 4" on centers Detai I 1 position l 1" x 1/8" Band iron Flexible material as specified � _ Notes Ductwork 30° or less 1. Metallic flexible ductwork shall be attached using a minimum of three (3) #8 sheet J More than 30` metal screws equally spaced around the ductwork circumference. Ductwork larger than 12" shall have a minimum of five (5) #8 sheet metal crews. Screws shall be located least 1/2" from ductwork Flanged connection T Washer heet metal as specified for ductwork at the end, on fan side Duct offset 2. Non-metallic flexible ductwork shall be secured to the sleeve or collar using a draw band. If the ductwork collar exceeds 12", the draw band must be positioned 1-1/2" Minimum to 3" maximum Sheet metal as specified for ductwork installed. 6" nominal with material taut Duct offset Use radius for more than 30° Use mitered for 30° or less behind a bead on the metal collar. Rectangular Flexible Connection 3. Insulation and vapor barriers present on factory -fabricated ductwork shall be fitted over the core connection and shall be supplementally secured with a draw band. Turning vanes 4. Flexible ductwork sealing shall be a class "B" seal for low pressure ductwork, Wire support. 5. Support system shall not damage or cause out -of -round shape. 6. Flexible ductwork shall be a maximum of 5'-0" in length and shall NOT be used as an elbow. 5/16" Flange Bolt 4" on centers 1" x 1/8" Band iron Flexible material as specified 1" x 1/8" Draw band 1" x 1/8" Draw band I V.D. 2H r V Rivet 4" on centers r Cti ,u O H H-�� �45' Boo fitting Flanged connection 1/2" 112' 1 112„ fan Ductwork ar. ��•w'.: on side Washer 90° Square Elbow 90° Radiused Elbow Branch off main Minimum 1" wide clamp. 1-112" Minimum to 3" maximum 1" Band clamp with installed. 6" nominal with material taut wire. (Optional) Round Flexible Connection Detail 2 Detail 3 D 9 insulated Flexible Ductwork D 6 Flexible Connection KDT3 Low Velocity Sheet Metal Fittinas M21 Scale: None M21 Scale: None M21 Scale: None VAV box support 48" min. to first branch from top of unit duct or diffuser 4 x dia. - straight sheet metal duct ahead of box I l �~ �--- Cable support as required, 1 " acoustical sound baffle as required to fit return air rills. g Hot water heating coil Nylon snap clip Refer to Fabric Ducf Cable Detail Sy Refer to plans for duct size I I HWR Q d Provide linear slot position Typical eggcrate return ® Rigid sheet Damper HWS and slot width as specified = Main duct metal duct actuator , r Variable volume box (VAV) Bellmouth take -off Access panel (for service to branch of volume control probe) Inlet collar, ductbuckle for attachment and zipper for easy detachment .� Double Cable Ceiling Reinforcing angles as required to receive Notes 2 Row screws for support and anchorage of return 1. VAV box shall be located to provide air grille, access to box and coil controls. fl 8 VAV Box D 5 Fabric uct ouble Cable D 2 Return Grille and Sound Baffle M21 Scale: None M21 Scale: None M21 Scale: None Roof Structure Route lineset thru roof structure and down Unit manufacturers threaded thru exterior wall to -118 Outdoor unit. drain pipe connection (typ) Route full size condensate drain pipe to Full size nearest floor drain. Refer to plumbing Sacristy Ceiling High -Wall type drawings for floor drain locations. ductless split FCU, I F ---••-Refrigerant piping up Cleanout plug thru wall cavity into Min. 24" deep plenum ,. roof structure. �— Louver plenum. Insulate all exposed parts with 2" rigid board insulation. 1"greater than C ooling coil half of fanFloor or roof structure drain pan static pressure Seal all joints in ductwork air and water tight l � Mount FCU 10'-0" oil <--Condensate drain down 1"greater than fan static pressure wall. thru wall cavity, Refer to "P" Series drawings. F--- Ductwork, to HVA , reC plans for - `- r Provide steel angle l f exact size and routing ; Spring vibration isolators (typ.) support welded or secured ! I �- -4 Full size _ Access door I to building structure. � i_--� Manger rods (typ,} ) Drain line (bottom ` _ _ _ _ _ _ _ o connection only) ----� ♦ <—�-- Cleanout plug - - - --- - - -_ Louver and birdscreen b div, half height of y duct Transition as required eJ--®—m_ —_.—.a - Refer to architectural drawings (12"x12" min.) \- for size and location of louver. Blow Through Coil Restroom Ceiling Support brackets with rubber -in -shear j isolators (typ.) ; Unit manufacturers threaded J Solder bottom joint and up 12" 3 i { drain pipe connection (typ) .� ' Slope for drainage Belt guard I Full size Cleanout i iii Caulk all around y plug r� l Seal connections to exterior Exterior wall, Refer to architectural j wall air and water tight Route full size condensate drain pipe to drawings for wall type. �1 Ductwork nearest floor drain. Refer to plumbing 1 "greater than drawings for floor drain locations. r l��_�� fan static pressure Cooling coil i Refrigerant lincset and Flexible duct connection. Refer In-line centrifugal fan drain an p condensate drain in wall to flexible duct connection detail, l I cavity Motor. Refer to HVAC floor plans than half of - Notes: and schedules for arrangement, g rfanstatic l pressure � Instal{ all components per Manufacturer's installationinstructions. Notes: F AFull size1. 2. Fan coils shall have a flooded drain pan interloclt. 1. Refer to suspended equipment support detail. Drain line (bottom connection only) ---� O®� ®�—plug 3. Refrigerant lines and condensate drains shall be ®�" ®®®� o _' `_ ®" '.„ insulated. Draw Throu h Coil D 10 i all uctleSS Split D Louver Connection D 4 In -Line Centrifugal Fan Installation D 1 Condensate Drain { low/ raw- Thru Coif M 21 Scale: None M21 Scale None M21 Scale: None M21 Scale: None V 0 W a Z_ W 0 U J W° Z w 0 inU f W v Zfu 0 ...a :R q� co cv CD u M 11 Z =ui p M d ,6 CIS U) N C3 6 t` EL vi Z 0 vi 3 L0 n AIN �- 0 0 w � 0 w a r= w i Q 0 rn Control Points List Chilled Water System - - Enable/disable - Chilled water setpoint - Demand limit setpoint - Entering chilled water temperature - Leaving chilled water temperature - Evaporator refrigerant temperature (each circuit) - Condenser refrigerant temperature (each circuit) - Condenser refrigerant pressure (each circuit) - Compressor running (each compressor) - Compressor number of starts (each compressor) - Compressor run time (each compressor) - Chiller fault - Chiller amps - Pump P-1 VFD start/stop - Pump P-1 VFD status - Pump P-1 speed - Pump P-2 VFD start/stop - Pump P-2 VFD status - Pump P-2 speed - System differential pressure - Evaporator pressure drop - Minimum flow bypass valve position - Chiller alarm Hot Water System - - Outside air temperature - Boiler system enable/disable - Pump P-3 VFD start/stop - Pump P-3 VFD status - Pump P-3 speed - Pump P-4 VFD start/stop - Pump P-4 VFD status - Pump P-4 speed - System differential pressure - Hot water leaving temperature - Hot water entering temperature - Hot water supply setpoint - Number of boilers running (0-6) - Leaving water temperature each boiler - Firing rate each boiler - Fault each boiler Heating/Cooling Manifolds (per zone) - - Zone heating/cooling request - Valve heating/cooling mode Fan Coil Units - - Occupied/unoccupied - VFD enable/disable - VFD speed - VFD fault - Heat/cool mode - Fan start/stop - Fan speed - Discharge air temperature - Valve position - Room temperature - Room temperature setpoint Make up Air Units (MAU-1 & 2) - - Occupied/unoccupied - VFD enable/disable - VFD speed - VFD fault - Discharge static pressure - Outdoor air damper position - Preheat coil valve position - Preheat leaving air temperature - Low limit status - Chilled water coil valve position - Chilled water coil leaving air temperature - Reheat coil valve position - Unit discharge temperature - Space relative humidity Air Handling Units (AHU-1, 2 & 3) - - Occupied/unoccupied - VFD enable/disable - VFD speed - VFD fault - Chilled water coil valve position - Chilled water coil leaving air temperature - Reheat coil valve position - Unit discharge temperature - Space relative humidity VAV Units - - Inlet CFM - Discharge temperature - Air valve position Attic Temperature - - Attic temperature Low pressure supply branch duct Notes: Provide shoe tap fitting Collar with manual volume damper & lock 8" Min. Insulated flexible duct to supply diffuser Provide a 45 degree entry square -to -round fitting from low pressure supply branch duct when the supply diffuser branch size equals or exceeds the depth of the supply branch duct. Width shall equal round diffuser branch size, depth shall equal supply branch duct depth. Refer to supply diffuser plenum connection detail if guidelines of this detail can not be met due to physical limitations. A maximum length of 5'-0" of flexible duct is allowed in a single run. Sheet metal box Secure flexible duct to supply diffuser elbow fitting with drawband 1-1 /2" duct wrap -- Lay -in panel 1 where re uired 12" x 12" diffuser C eiling q Insulated flexible duct to supply diffuser -� Supply diffuser Application NOT Acceptable Secure flexible duct to supply diffuser elbow fitting with drawband A r - Sheet metal elbow 1-1 /2" duct wrap Ceiling �.1" v �c1" rliffi Fcczr Supply Diffuser and Flexible Duct Connection Scale'. None 2 -position parallel 1" sound Root M.C. shall offset spring isolators to blade T,C, damper baffle by M.C. ensure increased mounting height Refer to flexible duct connection detail } Opposed blade balancing damper Fan Lined mixing r plenum ¢ 0 1 ! _ _ _ _ _ _ }-V Route branch takeoffs O.A. duct ° ° thru open web joists Supply duct i Space for lights Ceiling Bottom pull - - filter access D 1 Horizontal FCU Section M22 Scale: None mss® V cn E W a W Z Z= �W V - Z'r M c� cfl �.. U M CD CY) Ncpp CD Z •c W M C m (D 5 Z U) L � M W • U) 0C vl - M n. O Z U o � CY-) C) Q t—� < W W o U U © V a _Z O W (� W W�4 U) Z Z Q D F_ C) 0 U) UJ D 0 a� q t� M I IT z 0 T �J Cr e.y r+ o t UJ F- D w w 0 r- w Q� ¢ > D_ 07 East Wing U a Zones z cn oc a Zone Name Units W H W S Served Z + + + + + + + + + + ++ + ZZ' 4-- UU HWS + ( + ( + I + ( + ( + + I f + 1 + ( + ZE 3-1 FCU 301 Z CO HW' ZE 1-1 FCU -124 CD CZ 211 16, \J FCU -126 m Z ` L �M FCU -128 0 z FCU -132U) W . o J FCU -136 : �CLCL UJ ZE 1-2 FCU -102A Z Cu 0 " ZE 1-3 FCU -125 _ U FCU -127 0 To ZE 2-5 To ZE 2-4 To ZE 2-3 To ZE 2-2 To ZE 2-1 To ZE 1-7 To ZE 1-6 To ZE 1-5 To ZE 1-4 To ZE 1-3 To ZE 1-2 To ZE 1-1 To ZE 3-1 ZE 1-4 FCU -129 FCU -131 - FCU -133 FCU -135 FCU -137 Q 1 East Wing Manifold Schematic ZE 1-5 FCU -121 M23 Scale: None ZE 1-6 FCU -142 ZE 1-7 FCU -105 FCU -112 ZE 2-1 FCU -208 FCU -210 FCU -212 CO C) ZE 2-2 FCU -201 A (D} ZE 2-3 FCU -211 Q FCU -213 ��(_ < ZE 2-4 FCU -207 —'}� Z ZE 2-5 Unit Heaters W CC � U + + + + + + + + + + + CHWS West Wing U_ + + + I + 1 + + + + I + I + I + I CHWR Zones --� (� Q HWS HWR Zone Name Units_J_J CO5 W ZW 3-1 FCU -303 Z ZW 1-1 FCU -147 FCU -153 FCU 155 �+ W FCU -163 Cc W ZW 1-2 FCU -102B Z To ZW 2-5 To ZW 2-4 To ZW 2-3 To ZW 2-2 To ZW 2-1 To ZW 1-5 To ZW 1-4 To ZW 1-3 To ZW 1-2 To ZW 1-1 To ZW 3-1 ZW 1-3 FCU -156 < ® F= - General (Votes: ) ZW 1-4 FCU -162 1. This sheet is schematic in nature and does not represent every Y necessary offset and fitting. Contractor shall install his worm in a r ZW 1-5 FCU -164 manner that will conform with the structure, Contractor shall U) avoid obstructions, preserve head room and maintain maximum W clearance without additional cost to the owner. 2. If any questions arise concerning the HVAC requirements of ZW 2 1 FCU -217 these documents, please contact John Oberlies Consulting LLO U 2 West Wind Manifold Schematic Engineers (317) 636-3941, prior to bidding, fabrication or (� Scale: None FCU -223 installation of equipment. (� M23 FCU -227 3. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. ZW 2-2 FCU -201B ZW 2-3 FCU -220 Schematic Plan (Votes. 0 Typical, two position, motorized, three-way valve. Valves shall FCU -224 operate together. When the supply valve is in the chilled water position, the return valve shall also be in the chilled water position. When the supply valve is in the hot water position, the return valve ZW 2-4 FCU -226 shall also be in the hot water position. FCU -228 .�� JR e•."••• FCU -230 v M : � M aha•' Z,. •� to ZW 2-5 FCU 229 0 ', Z , ''f,17YOr PRO,````,` . Oi Z O L w Q! e� 1 c� w r- w w 0 a � a o cn attic 2nd floor 1st floor Outdoors necessary onset anu minty. -ulttiuum bnan urbtan rub wurr, ru a manner that will conform with the structure. Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 3. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. Schematic Plan Notes: Provide 3 -Way control valves. Valve off chilled water to this zone. Chilled water is provided for future use, and should not be provided to UH -215A or UH -215B. FCU -105 and FCU -112 shall be cooling only. U U)cc '~ E y W n W Z .' Z W V- Z .VM C0 M J m N� U U) C - C i R7 _~ W -�j M C lL ' + m N G6 _ !CC) c r CL 7D C IV � n CY) O d' Q t— 1 W U LLJ U LL � d Z ®Q � J � S 0 W LL. W rr W U) 04 ® I— O O U} r -j UJ ro� O oo e L'J coZ Q W Pri 4 : Q � V' o ; PRO•� �v/IJ cii Z 0 t Q) O w F - C7 � w � Q � a a � waw W 1 II FCU -163 General Notes: 1. This sheet is schematic in nature, and does not represent every necessary offset and fitting. Contractor shall install his work in a manner that wil! conform with the structure, Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 3. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. Schematic Plan Notes® (1 Provide 3 -Way control valves. attic 2nd floor 1 st floor outdoors (!) F W _ a W Z M; 0 - Z 0 Z U CO F CO N O J "' U US V — V _ z U) ;µr m CC O v n c IL U O C Z S - U N 0 d' Q L� Z LUJ 2 Ir Lam! R z Cie ,0� o cc 0 3 F (� W LL. W i F V U) 44 < ® � > c9 19� "r— C) F— U) Ui I� © O LO u � `,»{111Eflt�f� ��� �......•� N/ pie w49•'• ,'� LLLJ N '? 0A 0,s ••.....•• o yo u i PRo`,,`,, z 0 Ll qt 1 W F - o w h ry Q 'r CL 0 v) W 1 II FCU -163 General Notes: 1. This sheet is schematic in nature, and does not represent every necessary offset and fitting. Contractor shall install his work in a manner that wil! conform with the structure, Contractor shall avoid obstructions, preserve head room and maintain maximum clearance without additional cost to the owner. 2. If any questions arise concerning the HVAC requirements of these documents, please contact John Oberlies Consulting Engineers (317) 636-3941, prior to bidding, fabrication or installation of equipment. 3. Refer to detail sheets M-20 thru M-22 for additional requirements and information that apply to this project. Schematic Plan Notes® (1 Provide 3 -Way control valves. attic 2nd floor 1 st floor outdoors (!) F W _ a W Z M; 0 - Z 0 Z U CO F CO N O J "' U US V — V _ z U) ;µr m CC O v n c IL U O C Z S - U N 0 d' Q L� Z LUJ 2 Ir Lam! R z Cie ,0� o cc 0 3 F (� W LL. W i F V U) 44 < ® � > c9 19� "r— C) F— U) Ui I� © O LO u � `,»{111Eflt�f� ��� �......•� N/ pie w49•'• ,'� LLLJ N '? 0A 0,s ••.....•• o yo u i PRo`,,`,, z 0 Ll qt 1 W F - o w h ry Q 'r CL 0 v) C3 1 t Q � WW/ LU Q �C <C attic AHU-1 5000 CFM VAV-1 2500 CFM MAU-1 attic AHU-2 AHU-3 5000 CFM 6000 CFM VAV-4 VAV-6 1550 CFM 1550 CFM MAU-2 2500 CFM VAV-2 VAV-3 1390 CFM 1000 CFM 2nd floor F1 FCU -213 FCU -211 FCU -201A 150 CFM 150 CFM 150 CFM IF If IF FCU -201B FCU -220 FCU -217 FCU -224 90 CFM 240 CFM 140 CFM 150 CFM 2500 CFM VAV-5 1550 CFM 2nd floor FCU -216 FCU -226 FCU -227 FCU -228 FCU -229 FCU -230 30 CFM 40 CFM 40 CFM 40 CFM 40 CFM 140 CFM FCU -212 FCU -210 FCU -207 FCU -208 150 CFM 150 CFM 30 CFM 240 CFM 1st floor 1st floor F] F] F] FCU -129 30 CFM D n D D D D 0 n FCU -102B FCU -164 FCU -162 FCU -156 90 CFM 30 CFM 200 CFM 100 CFM FCU -147 FCU -153 60 CFM zCOm - o co m N U) d' n V / -� U) z:- C Zctn oCl) B W (n O C M Ui RS cD _ O � - a W Ca 80 CFM FCU -137 FCU -135 FCU -133 FCU -136 FCU -121 FCU -131 FCU -128 FCU -126 FCU -127 FCU -124 FCU -125 FCU -102A zro 20 CFM 20 CFM 150 CFM 150 CFM :.30 CFM 150 CFM 150 CFM 150 CFM 150 CFM 150 CFM 150 CFM 90 CFM outdoors outdoors Uj Uj w Of C3 z LU Q W z s z- w_ 0 - zCOm - o co m N U) d' n V / -� U) z:- C Zctn oCl) B W (n O C M Ui RS cD _ O � - a W Ca o _ zro CO C) Q Q WE J T— tl Jj cc 44 T Q U o U (D Q0 z j z CO 0 Uu V w Z �( Uj W U z :E 0 ® 44 C) U) LLJ �DLO S CO ,%W 1 / U 11111j1I :F M = m a A4 U. O N h'�t' ..pRo4 V7 Z 0 >� W Yy c U �I LLJ 3 � Q E- LiJ � L7 V) S 7 HVAC Building Section M5 Scale: None S G HVAC Building Section M27 Scale: None O/A Intake S VAC Building Section M27 Scale: None S VAC Building Section M27 Scale: None 6 2 HVAC BuildingSection M27 Scale: None S F5HVAC Building Section M27 Scale: None Ksj_,'HVAC Building Section M27 Scale: None (n E CrW ui _Z Z ui Z CO CO U M M Vi m C Cv Z W 0 M LL Z w M w o OCEL W - CO O Ca .ice U a F= CO O lqt Q C) z W __j Uj LL Z 4 z 0U F— L) w C w U) F— LU O C:) —� CO .S` �R. 2i3�N 4F 4p# ts1 ; CD S : z i a tit Z O D W COv� qqr <J 0 w ui w a o to unnn IA1F'nPA,(ATrnA7 - - FILTER 5 LIGHTS UTILITY CABINE? EXHAUST PLENUM SUPPLY PLENUM Front, Left, HOOD CONFIG. HOOD NO MODEL LENGTH MAX. COOKING HOOD CONSTRUCTION TOTAL RISERS Insulated TOTAL RISERS END TO ROW SYSTEM HOOD HANGING TYPE SIZE MODEL # QUANTITY LOCATION NO. TYPE QTY. HEIGHT LENGTH QTY. TEMP. EXH. CFM WIDTH LENG. DIA. CFM S, P. SUP. CFM WIDTH LENG. DIA. CFM S. P. END 4224 7' 0.00" 450 363 4 20„ 12" 1050 —0.174" 430 SS 1 ND -2 2 Deg' 1050 0 Where Exposed ALONE ALONE NO 164 48244' 0.00" 700 10„ 600 -0.090" LBS 304 SS 2 Deg' 600 0 ALONE ALONE VHB—G 100% unnn rAri�nr�a,rn �rrn,,r wn n n n AT rn Ar -C' HOOD N0, FILTER 5 LIGHTS UTILITY CABINE? S FIRE Front, Left, HOOD BACKSPLASH 80.00" High X 90.00" Long 430 SS LEFT END STANDOFF (FINISHED) WIRE Insulated FIRE SYSTEM ELECTRICAL SWITCHES Insulated SYSTEM HOOD HANGING TYPE SIZE MODEL # QUANTITY LOCATION NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE GUARD LOCATION PIPING WGHT 1 SS Baffle with Handles „ „ 2 Light Fixt NO YES 363 4 20„ Incandescent 2�„ LBS 2 0 NO 164 LBS wn n n n AT rn Ar -C' HOOD N0, OPTION 1 FIELD WRAPPER 6.00" High Front, Left, Right BACKSPLASH 80.00" High X 90.00" Long 430 SS LEFT END STANDOFF (FINISHED) 3" Wide Insulated U.L. Listed Incandescent Light RIGHT END STANDOFF (FINISHED) 3" Wide Insulated INSULATION FOR TOP OF HOOD INSULATION FOR BACK OF HOOD 2 FIELD WRAPPER 6.00" High Front, Right FAN #1 U31137 - EXHAUST FAN 27 3/8 16 15 3/8 I I 14 1 " SHAFT DIA. 15 1/8 i I �- --- 12 7/$ ----12 11/16-1 25 1/2 /2 AGENT LINE r SYSTEM CONTROL AUTOMAN WITH AGENT TANK ENCLOSED FEATURES: - FULL AMCA CLASS 1 OPERATION - VL762 LISTED FOR RESTAURANT DUTY -UPBLAST DISCHARGE DIRECTS AIR AWAY FROM FLOOR CONTINUOUSLY WELDED HOUSING - CLEANOUT DOOR WITH LATCHES PROVIDE EASY ACCESS WITHOUT TOOLS - 1-1/2" GREASE DRAIN WILL NOT CLOG OPTIONS REMOTE MANUAL PULL STATION EXHAUST FAN GREASE CUP (ACME UTILITY SET) UTILITY SET - SPRING VIBRATION ISOLATORS - B112 THRU 8118 / EQUIVALENT SIZED UTILITY SET - INDOOR/OUTDOOR USE. 20' SUPPORT RAILS —« 4" 36" SPECIFICATIONS THE RESTAURANT FIRE SUPPRESSION SYSTEM SHALL BE THE PRE—ENGINEERED TYPE WITH A FIXED NOZZLE AGENT DISTRIBUTION NETWORK. IT SHALL BE LISTED WITH UNDERWRITERS LABORATORIES, INC. (UL) THE SYSTEM SHALL BE CAPABLE OF AUTOMATIC DETECTION AND ACTUATION WITH LOCAL OR REMOTE MANUAL ACTUATION. ACCESSORIES SHALL BE AVAILABLE FOR MECHANICAL OR ELECTRICAL GAS LINE SHUT—OFF APPLICATIONS. THE EXTINGUISHING AGENT SHALL BE A POTASSIUM CARBONATE, POTASSIUM ACETATE—BASED FORMULATION DESIGNED FOR FLAME KNOCKDOWN AND SECUREMENT OF GREASE RELATED FIRES. IT SHALL BE AVAILABLE IN PLASTIC CONTAINERS WITH INSTRUCTIONS FOR LIQUID AGENT HANDLING AND USAGE. THE REGULATED RELEASE MECHANISM SHALL BE COMPATIBLE WITH A FUSIBLE LINK DETECTION SYSTEM. THE FUSIBLE LINK SHALL BE SELECTED AND INSTALLED ACCORDING TO THE OPERATING TEMPERATURE IN THE VENTILATING SYSTEM. THE FUSIBLE LINK SHALL BE SUPPORTED BY A DETECTOR BRACKET/ LINKAGE ASSEMBLY. 1" LAYER OF INSULATION FACTORY INSTALLED IN 3.00" END STANDOFF MEETS --,\N\ 0" REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. 3" 42" TYPICAL ANSUL R102 SYSTEM LAYOUT WITH REMOTE MOUNTED AUTOMAN 1/2" DIA. ALL THREAD ROD CONNECTED TO ROOF JOIST THROUGH ANOTHER HANGING ANGLE +/2" DIA. HEAVY DUTY NUT ONE ABOVE AND ONE BELOW HANGING ANGLE *ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE—PUNCHED AT FACTORY ND -2 HANGING ANGLE DETAIL NOTE IT IS RECOMMENDED NOT TO INSTALL HIGH VELOCITY DIFFUSERS OR HVAC RETURNS WITHIN TEN (10) FEET OF THE HOOD. PERFORATED DIFFUSERS ARE RECOMMENDED. CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH 0 9�A.T wFn, �. ab 1 tSTE NEPA #96 NSF UL 710 & ULC710 STANDARDS! E.T.L. LISTED 3054804--001 FOR QUESTIONS, CALL THE INDIANA REGIONAL ENGINEERING OFFICE 23 BLVD MOTIF, BROWNSBURG, IN 46112 PHONE(317) 852-3770, (800) 863-4696 FAX (888) 515-5929 reg560coptiveoire.com EXHAUST RISER HANGING ANGLE 20" SS BAFFLE WITH HANDLES AND HOOK I" LAYER OF INSULATION FACTORY INSTALLED IN 3" INTERNAL STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP 62" 7' 0.00"Nom./7' 0.00 PLAN VIEW — Hood #1 7' 0.00" LONG 4224ND-2 1" LAYER OF INSULATION FACTORY INSTALLED IN 3.00" END STANDOFF MEETS 0" REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. INCANDESCENT LIGHT FIXTURE --HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) SECTION VIEW - MODEL 4224ND -2 INSULATION FACTORY INSTALLED -IOOD. MEETS 0 INCH S FOR CLEARANCE TO COMBUSTIBLE 'PER 6.00" HIGH OPTIONS TABLE) 104" REVISIONS E U N CL U W V LL LL O Z Z DATE: 2/22/2011 D V.#: 1282160 DRAIN DCM SCALE: 1/16 MASTER DRAWING SHEET NO. W Z O a N_ d - z 0 rx m U) O W m 0 N Uj I - u F- O 2 t� LEI J O M co N U cc w <� W Z z =" W ' zro co Z mm Cp co m N Wr_ U in v M1 0 Z UJ -�jM�iL ® 3 m ci _ z � oCQ (6 W ! cn co a LU Im U c) z -ro L o co Q 0 � r d' Q Q 0 z W� U = W 1G® U II J' 0 0 cc D V W W M zN = Q� 0 O F® W ® 0 0� (9 tY) z 0 1 w I: - O � w � Q = a o cn o - � 101 o 12" --- 12" -- U.L. Listed Incandescent Light Fixture -High Temp Assembly EXHAUST RISER HANGING ANGLE 20" SS BAFFLE WITH HANDLES AND HOOK I" LAYER OF INSULATION FACTORY INSTALLED IN 3" INTERNAL STANDOFF. MEETS 0 INCH REQUIREMENTS FOR CLEARANCE TO COMBUSTIBLE SURFACES. IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP 62" 7' 0.00"Nom./7' 0.00 PLAN VIEW — Hood #1 7' 0.00" LONG 4224ND-2 1" LAYER OF INSULATION FACTORY INSTALLED IN 3.00" END STANDOFF MEETS 0" REQUIREMENTS CLEARANCE TO COMBUSTIBLE SURFACES. INCANDESCENT LIGHT FIXTURE --HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) SECTION VIEW - MODEL 4224ND -2 INSULATION FACTORY INSTALLED -IOOD. MEETS 0 INCH S FOR CLEARANCE TO COMBUSTIBLE 'PER 6.00" HIGH OPTIONS TABLE) 104" REVISIONS E U N CL U W V LL LL O Z Z DATE: 2/22/2011 D V.#: 1282160 DRAIN DCM SCALE: 1/16 MASTER DRAWING SHEET NO. W Z O a N_ d - z 0 rx m U) O W m 0 N Uj I - u F- O 2 t� LEI J O M co N U cc w <� W Z z =" W ' zro co Z mm Cp co m N Wr_ U in v M1 0 Z UJ -�jM�iL ® 3 m ci _ z � oCQ (6 W ! cn co a LU Im U c) z -ro L o co Q 0 � r d' Q Q 0 z W� U = W 1G® U II J' 0 0 cc D V W W M zN = Q� 0 O F® W ® 0 0� (9 tY) z 0 1 w I: - O � w � Q = a o cn C c^ cc W W -: Z , Z W - Y_ Z := m U CO co CO w Z - �- � co 0� �y_ W = 0' °2 J = _v CL _ Sf TZ ID r i 0 O z W� J w � 2i z < 4( ® U ILL. �4 Z C� 37. z � w w W Ir 3= W C C� o 0 LLJ ® o LOz O T) n a� e� I t O u w o Lr - a a s a cn ELECTRICAL PREWIRE PACKAGE DRAWING NUMBER 1101 10F CROL INPUT 120VAC H1=LINE, JOB NAME PILGRIM LUTHERAN JOB NUMBER 1282160 15A RKR F-7 T r.'r i-* /!n t'] r /N A r n A /N Y A /"'r V C .L:, J-Jli%, l l Ll %.J7 JJ A n%aJaJ"1 vsJv WIRE COLOR 21 BK - BLACK YW - YELLOW N0. TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 N.P. VOLT FLA 1 110110FP Wall Mount In SS Box 7-a-ceMount Right S,de Hood 1 Light 1 Fan Exhaust In Fire, Fans On/Off Thermostatically Controlled Exhaust 1 0.500 115 8.0 Hood # 1 15 LIGHT INPUT 120VAC H2-H5=LINE, N2-N5=NEUTRAL 15A BKR (MAX 140OW PER CIRCUIT) LS -01 -- H2@KH W m r N2 -- 16 I P� ,E 115V INPUT L1 L1 f71 ----- t8 2 WIRE " L2 T2 I PHASE FNI I-- ---- 14 DATE 2/22/2011 DRAWN BY 120V/lPh, W/ 1 Exhaust Fan, Exhaust in Fire, Fon On/Off Thermostatically Controlled. DESCRIPTION Contactor Starter Overload Fon Switch (Lighted) 1 AMP SLO-BLO NSE -PS -1I -FUSE Light Snitch Hood Light(a) mcroSwilch (Annul/PyroChem) RNoy DPDT - 34.110.0146.0 + Socket TEMPERATURE CONTROLLER PXR4-WAST-GVQA6 Temp Sensor A/100-3W-PO-4'-EXPL (Note 1 SPARE RELAY CONTACTS USED WHEN FIRE SYSTEM DISCHARGES TO SHUT DOWN SHUNT TRIP, EQUIPMENT... OR PROVIDE S*NALS• R2-1 = TRS NC - C2 CJ TR: Tripped, AR: Armed. C: Common 20 - - - - - DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR 21 BK - BLACK YW - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE OR - ORANGE OR/BL -ORANGE/BLUE (STRIPE) 22 RD - RED BL/RD - BLUE/RED (STRIPE) WH - WHITE RD GN - RED GREEN STRIPE DRAWING H - l NOTE: IF WALL MOUNT PREWIRE, OR FIELD 23 INSTALLED FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 24 NOTE 1: RTD TEMP SENSOR FIELD WIRED WHEN RISERS SHIPPED LOOSE. WHEN MULTIPLE TEMP SENSORS USED ON ONE FAN SWITCH. EACH O SENSOR IS WIRED TO ITS OWN CONTROLLER AND THE CONTROLLER TERMINALS 4, 7, 10 AND II ARE WIRED IN PARALLEL A 1 AMP SLO-BLO 12 X 18 X 6 BOX FUSE CONNECTS BETWEEN TERMINALS 6 AND 8 ON EACH CONTROLLER. Rcv �aevn� DATE: 2/22/201 1 DWGA 1252160 DRAWN DCM SCALE: 1/16 SHEET NO. 3 V !` Z cr)cc c W a W Z W co U co c6 m N to fD U G7 W fr rh V/ ' 0' 1:D W C 12 cm X CO U - o m— U z��rn L M 5W (nU3 Lo -_ o W o �ti cc _ a- W _ U ® G — U co C:) R 0 W� W M "� tNiwa U D0jjjjll ®Vj 6L1 �J 0 i U� w W i WV t) zJ Q LLJ l� C) co z 0 Of (10 .� It 1 r7 w F- LL3 0 I— Ld cY a = CL o cn T real) ` -f,00(Typical) 'E ry / \ Al ��� 112A Panel Stepped soffit f �F, . A� .,P2„ structure -- Ili+ i •►�.� ! 'F2' Light / \fixture 112 'F2' 'C2E' _ E" / P1-34 FACP - -- T: - '02- xF2, 140 u_ FM F1' F1'4'---- F1' F1' F1' O F1 F1 `F1'`F1' F1' 122 F1 F1' F1' '.F1E'AN--- ` i 36 F �'FSE' � � ✓ 'FSE' _ ' Panel "P1" 1 f , c -.. _ F1 F1 F1 F1 a, u, - 138 - / u ,F1E' - MDP MS -1 u _ F$ 'F8'' - F1' F1' - _ C2E' raa F1' 'F1' . F1 F1 126 F1 F1 124 _ ! 134 132 I ._ 123: EM00 P1-35 C F1' F1' I F1 'F1' 3 'F1' 'F1' 0 =1' 'F1' SFV >FI' F1 F1 F8E / F8E P1 -3G �� w FMr . u� - 123 F5 141 'F1' ,F1' w _ _ . '�� -l._ -- ri ri u Ft�t . . _ ,F7 , „ ,F7„ ,F7,. 'F7E' 107 'F7E'' F i' F1' F1 F1E F7 F7E X1, F7E F7 F7 F7E F7 F7. E X1' C2' Nate: EM �`'� `'� (}53 US3 ; OS2 �® Xf®{ X2 EM - �rvr EM Unless otherwise noted on the Lighting Plans, connect all 1 EM Enr LAI 121_ 'X2'11 __. - ___ - exit signs (fixture types 'X1' and 'X2') and emergency i arts (fixture t e EM to the room lighting crrcuit - -- lighting u ( Yp ) g J 'F1' P1 33 F1' F1 F1 F1 F1 F1 F1 F1 the sign emergency lighting unit is serving f1 F w DA g g Y g g g 052 w - w of ! i u 'w `� of any local switching means). 'F1' `F 0!0 � (ahead FA,i NL 1 UC1�' UG1' 1 1 E' UC' iJC2' C2E' 1 I P1-15 r r�, F1, 'I=1 iF1' 'F1' NF1' - 130 - �r -37 General Notes: r w - LL 'F1 F1' F1' F1 F1' F1 F1 F1 - 135 =.-- - _ A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. 142 w , 133 131 F5 - -127- - - --- LL EM ', 'F1' 'F1' 'F1' F1' �, I be EMT above main level ceilin .Contractor F1 F1 F1 F1 B. Conduit system steal g 137 , ; _ _' _ : � � - . _ _ , , _ r _ may use M.C. cable for branch circuits above accessible ceiling. All F1 F1' r 129 u Y 9 _ x _ 1., ", - - _ - - g C2' fS1 ,_ , _ -_- - _ �_ _ _. � ;' 1O ,.- t panel shall be EMT conduit. _ x -''' I'1 -3g homeruns to h ne 3 . conflicts of C. Contractor shall coordinate with all other trades to avoid rna space. 'C2E' ----. 'C2S' 'C2SE'` ^-. D. Contractor shall coordinate the exact location of all devices with all 139 _ other trades prior to rough -in. Exact location to be determined in the r, C field. EM -. - EM C2SE' C2 104 EM i' P' E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F 1/8' = 1._Q. .r j PLAN NORTH TRUE NORTH F. Refer to sheet E21 for symbols and details. ��► - G. Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. F J. All Light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. KEY PLAN ROOM LEGEND 101 VESTIBULE 143 EXIT 2091 TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. GLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRAGK 1491 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 2191 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 22.3 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 2291 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 126 CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 GLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIREGTOR'5 17G CL05ET 1G5 FELLOWSHIP HALL OFFICE 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 1391 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM T real) ` -f,00(Typical) 'E ry / \ Al ��� 112A Panel Stepped soffit f �F, . A� .,P2„ structure -- Ili+ i •►�.� ! 'F2' Light / \fixture 112 'F2' 'C2E' _ E" / P1-34 FACP - -- T: - '02- xF2, 140 u_ FM F1' F1'4'---- F1' F1' F1' O F1 F1 `F1'`F1' F1' 122 F1 F1' F1' '.F1E'AN--- ` i 36 F �'FSE' � � ✓ 'FSE' _ ' Panel "P1" 1 f , c -.. _ F1 F1 F1 F1 a, u, - 138 - / u ,F1E' - MDP MS -1 u _ F$ 'F8'' - F1' F1' - _ C2E' raa F1' 'F1' . F1 F1 126 F1 F1 124 _ ! 134 132 I ._ 123: EM00 P1-35 C F1' F1' I F1 'F1' 3 'F1' 'F1' 0 =1' 'F1' SFV >FI' F1 F1 F8E / F8E P1 -3G �� w FMr . u� - 123 F5 141 'F1' ,F1' w _ _ . '�� -l._ -- ri ri u Ft�t . . _ ,F7 , „ ,F7„ ,F7,. 'F7E' 107 'F7E'' F i' F1' F1 F1E F7 F7E X1, F7E F7 F7 F7E F7 F7. E X1' C2' Nate: EM �`'� `'� (}53 US3 ; OS2 �® Xf®{ X2 EM - �rvr EM Unless otherwise noted on the Lighting Plans, connect all 1 EM Enr LAI 121_ 'X2'11 __. - ___ - exit signs (fixture types 'X1' and 'X2') and emergency i arts (fixture t e EM to the room lighting crrcuit - -- lighting u ( Yp ) g J 'F1' P1 33 F1' F1 F1 F1 F1 F1 F1 F1 the sign emergency lighting unit is serving f1 F w DA g g Y g g g 052 w - w of ! i u 'w `� of any local switching means). 'F1' `F 0!0 � (ahead FA,i NL 1 UC1�' UG1' 1 1 E' UC' iJC2' C2E' 1 I P1-15 r r�, F1, 'I=1 iF1' 'F1' NF1' - 130 - �r -37 General Notes: r w - LL 'F1 F1' F1' F1 F1' F1 F1 F1 - 135 =.-- - _ A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. 142 w , 133 131 F5 - -127- - - --- LL EM ', 'F1' 'F1' 'F1' F1' �, I be EMT above main level ceilin .Contractor F1 F1 F1 F1 B. Conduit system steal g 137 , ; _ _' _ : � � - . _ _ , , _ r _ may use M.C. cable for branch circuits above accessible ceiling. All F1 F1' r 129 u Y 9 _ x _ 1., ", - - _ - - g C2' fS1 ,_ , _ -_- - _ �_ _ _. � ;' 1O ,.- t panel shall be EMT conduit. _ x -''' I'1 -3g homeruns to h ne 3 . conflicts of C. Contractor shall coordinate with all other trades to avoid rna space. 'C2E' ----. 'C2S' 'C2SE'` ^-. D. Contractor shall coordinate the exact location of all devices with all 139 _ other trades prior to rough -in. Exact location to be determined in the r, C field. EM -. - EM C2SE' C2 104 EM i' P' E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F 1/8' = 1._Q. .r j PLAN NORTH TRUE NORTH F. Refer to sheet E21 for symbols and details. ��► - G. Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. F J. All Light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. KEY PLAN F4'(6) mounted inF4'(6) mounted in cove above closets for cove above closets for Sacristy uplighting - z", -Sacristy uplighting _:. (see Architectural (see Architectural - --•- •- _ 11 'C4' 1 1 lighting � 1 -C4 FM 9 -button lighting FM' 9 -button control station control station 1 - - _ - - 'i e 1` .1 ®° 'C4'♦ ° L ®% C4' ,C4, S 'C4' ° 4 e C4' , C4 P3-52 --, ° via "LC2" e' ♦ ° ,C4, 'C4' ° ♦ 'W2 ♦ O,♦ w2' ' 'x1' .X1'10 ♦ ®® 'EM - 0 EM- 11® QF171 F3' f i F3' Porte -0, ochere Architectural light housing (Typical of 6. See Architectural drawings for details) r I � j E i 1/8' — 1'- 0* JJ 111111, lip - PIAN NORTH TRUE NORTH Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X t' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). i A. Ail 120 volt, 20 amp circuits over 100' in length shall be # 10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. Plan Notes; 30 Contractor shall provide and install a 6 -pole lighting contactor "l -C1" for site lighting. Contactor shall be controlled by photocell "On" and digital time switch "Off'. 31 Contractor shall provide and install a 8 -pole lighting contactor "LC2" for site lighting. Contactor shall be controlled by photocell "On" and digital time switch "Off', KEY PLAN U E CnW W Z_ LZLJ 0 co0D v M r_ t (6 _J ` m N C M Z` o -M�W - �(D— U z� oC? s�to WU)�fZ- cc a Woa — m� o O l` Z 4 [� CY) 0 d' Q IL W W rr Z U 0 0 3 0 U. Ir D w zzD Z: j C9 O U) LIJ �© Q ltJL3 (0 ,,11111111,,,11111+ .S1 4V 00 � Q) Z .fes Z: r �. '',11j,Itt1�11111111 cit z O c_n �j W 9t r%t r� L -j6 U �J t,J t - .3 0 Q � a o W ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. GLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. GLA55ROOM 3 104 STAIR 2 146 PA5TOR'5 OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST GORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHA5E 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHA5E 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 GHRI5T. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANGEL LOBBY 225 STAIR 3 118 SACR15TY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 D15HWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT GLA55ROOM 2 124 NUR5ERY 164 WEST GORRIDOR 231 JANITOR 125 CLA55ROOM 7 165 FELLOWSHIP HALL -- 126 GLA55ROOM 6 166 PREP 1 301 EAST ATTIC, MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE 128 GLA55ROOM 4 1G8 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 FORTE-GOCHERE AND STORAGE 131 GLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIREGTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRE5GHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM F4'(6) mounted inF4'(6) mounted in cove above closets for cove above closets for Sacristy uplighting - z", -Sacristy uplighting _:. (see Architectural (see Architectural - --•- •- _ 11 'C4' 1 1 lighting � 1 -C4 FM 9 -button lighting FM' 9 -button control station control station 1 - - _ - - 'i e 1` .1 ®° 'C4'♦ ° L ®% C4' ,C4, S 'C4' ° 4 e C4' , C4 P3-52 --, ° via "LC2" e' ♦ ° ,C4, 'C4' ° ♦ 'W2 ♦ O,♦ w2' ' 'x1' .X1'10 ♦ ®® 'EM - 0 EM- 11® QF171 F3' f i F3' Porte -0, ochere Architectural light housing (Typical of 6. See Architectural drawings for details) r I � j E i 1/8' — 1'- 0* JJ 111111, lip - PIAN NORTH TRUE NORTH Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X t' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). i A. Ail 120 volt, 20 amp circuits over 100' in length shall be # 10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. Plan Notes; 30 Contractor shall provide and install a 6 -pole lighting contactor "l -C1" for site lighting. Contactor shall be controlled by photocell "On" and digital time switch "Off'. 31 Contractor shall provide and install a 8 -pole lighting contactor "LC2" for site lighting. Contactor shall be controlled by photocell "On" and digital time switch "Off', KEY PLAN U E CnW W Z_ LZLJ 0 co0D v M r_ t (6 _J ` m N C M Z` o -M�W - �(D— U z� oC? s�to WU)�fZ- cc a Woa — m� o O l` Z 4 [� CY) 0 d' Q IL W W rr Z U 0 0 3 0 U. Ir D w zzD Z: j C9 O U) LIJ �© Q ltJL3 (0 ,,11111111,,,11111+ .S1 4V 00 � Q) Z .fes Z: r �. '',11j,Itt1�11111111 cit z O c_n �j W 9t r%t r� L -j6 U �J t,J t - .3 0 Q � a o W .X11'F7E' 'F7' C2 1 Eht _ _ - 1G4 'C2E' —0— EM 'F7E' ROOM LEGEND 'F7F7 OS3 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLA55ROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA lOG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRAGK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q GOATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 GOATRAGK 152 STORAGE 217 LIBRARY 111 GOATRAGK 153 SMALL GONFERENGE 218 CHRIST. ED, STORAGE 112 ELECTRICAL P5-30 ROOM 2101 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED, STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 1G5 FELLOWSHIP HALL 12G CLASSROOM G IGG PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 1201 FAMILY KITCHEN 1G01 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-GOGHERE E AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CL05ET 135 PRESCHOOL DIRECTOR'S 17G CL05ET 1G5 FELLOWSHIP HALL OFFICE -- lGG PREP 1 13G CLA55ROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1G9 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC, SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR AGTIVITIE5 AREA 208 CHOIR ROOM .X11'F7E' 'F7' C2 1 Eht _ _ - 1G4 'C2E' —0— EM Fellowship Hall exit signs (fixture type 'X1') and emergency lighting units (fixture type 'EM') Circuit P3-60 FT 'F7E' 'F7F7 OS3 ca -r . 'EM' - 'EM' 'EM' 4 -button lighting X1 1GGX1 control station 'C5' 'C5' 'C5' DP2-4 -: EM' 33 P1, fP2-5 P5-30 — — — — — — — — — — C5' C5' 'C5' C5 1 DP2-3 i IrLU w2 1G5 165 I 119 X2 If i 'P1l 'C5' 'C5' C5' C5' E DP2-2 Fellowship Hall exit signs (fixture type 'X1') and emergency lighting units (fixture type 'EM') Circuit P3-60 FT 'F7E' 'F7F7 OS3 ca -r . vw< t 13 UC2' C2 03 'C2S' 'C2SE' jGq Eng -61 i ' 'CASE'. 'C28' AREA Ce FIRST FLOOR LIGHTING-, PLAN va = r -o' PLAN NORTH TRUE NORTH Fellowship Hall exit signs (fixture type 'X1') and emergency lighting units (fixture type 'EM') Circuit P3-60 Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'XV and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.G. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor small coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. J, All light fixtures marred EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K, All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. Plan Notes: 30 Contractor shall provide and install a 6 -pole lighting contactor "LC1" for site lighting. Contactor shall be controlled by photocell "On" and digital time switch "Oft". 31 Contractor shall provide and install a 8 -pole lighting contactor "LC2" for site lighting. Contactor shall be controlled by photocell "On" and digital time switch "Off". 32 For existing relocated stage light fixtures, Verify exact location with Owner prior to rough -in. 33 To existing relocated dimmers located in A/V Control Room 229. Verify exact location with Owner prior to rough -in. C3 z Q (n Cr. WLLW z f . 0 s z zCDro k Y i0 GMO 4 <f' r; L C, •- x ® W � m D- 3 to CL QC W �^ i U ® ' C f t� (`7 0 !�; 0 J W r < C 0 J 00 0 `.J LL` 3: �- U W ®L IAC LL. W C!) z T V <C �' F - (0 w LIJC) CID L.►in 0 i 0 a r� if Z 0i z 0 V) e� LLJ1 0 U w � � w cy Q Ld 2 CL 0 U) ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFIGE 213 TEEN AREA IDG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRAGK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRAGK 150 LOBBY 2 AND STORAGE 109 GOATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE Cn 112 ELECTRICAL ROOM 21q WORK ROOM 112A GHASE 154 JANITOR 220 LARGE CONFERENCE W CL 113 SERVER 155 WOMEN ROOM W 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY z el 117 CHANCEL LOBBY 225 STAIR 3 W118 SACRISTY 159 STAIR 3 22G OFFICE 4 CHRISTIAN 119 TOILET IGO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2N124 NUR5tKT 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 I65 FELLOWSHIP HALL CM 12G GLA55ROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 I67 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1EJ }C� 9 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 0 CL (0 0 M2 130 STAIR 1 171 PORTE-COCHERE AND STORAGE C 1) 0) U J Rfi 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMEUJ "j 134 BOYS 175 CLOSET U J tt R - 135 PRESCHOOL DIRECTOR'S 176 CL05ET 165 FELLOWSHIP HALL OFFICE 1:0 1GG PREP 1 0 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 I65 PREP 2 z cu cu 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM DP-1 i 'CID' *112 DP 21 A. DI CY) 172" 0 'TR2' (0 FZ 'EM' 0, z (L 'C3E' C� _j )FlF1 UDP -13 'F1' r -13 W IF, Fv 1 208 212� 210 'F V IF1, F1' 'F 1' 71' io 17 LL IF1, 'C3' 0 171' F v P4-25'Fl* FV 'F1' W Panel "P4"---) 'F6' F6' 'F6' M 0 J F7 'F7' 'F7E' 'F7 -n'F7' F7E' 'XI,jj OS3 'F7E' P4-21 'CS U Note: OS3 t>51 OS2 215 EA4 EM Unless otherwise noted on the Lighting Plans, connect all QS3 FM 207 exit signs (fixture types 'X1' and 'X2') and emergency FM EA4 - lighting units (fixture type 'EM') to the room lighting circuit 'F6E' FU 'F6E' the sign and/or emergency lighting unit i 0 s serving Wi, F1': (ahead of any local switching means). FIE'Eno F 'L 'F I' _A4 Ni z 10G EA4 P1-15 P1 -15 C3F P423 0 General Notes: T 209 W 'F1' F5, 0 F5 'F5' FIE! F5' A All 120 volt, 20 amp circuits over 100' in length shall he #10 AWG. LU 76'211 'UC2' �,.IF1, EM B. Conduit system shall be EMT above main level ceiling. Contractor co 213 may use M.C. cable for branch circuits above accessible ceiling. All homeruns tothe pane I shall be EMT conduit. < ontractor shall coordinate with all other trades to avoid conflicts of C. C space. 0 D. Contractor shall coordinate the exact location of all devices with all LU other trades prior to rough-in. Exact location to be determined in the 71 field. 'C3E' cf) CV W C\1 E. Contractor shall coordinate with the mechanical and plumbing 'F6' type light C\j 0 contractors for exact locations of equipment prior to rough-in. fixture (mount at(Typical} r 0 bottom of beam) F. Refer to sheet E21 for symbols and details, LO CD G. Refer to sheet E20 for light fixture schedule, CY) H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EMINL (Emergency/Night Light) shall be on a non-switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on anon -switched circuit. AREA A LT IAN 5ECC01"NO FOO HNG PL R LIG C, 00 PLAN TRUE NORTH NORTH 00, Z z "4 �o r P KEY PLAN viz 0 to Lel VIA W 1- t1i 0 3: 8- 0 I 1 33 ROOM LEGEND Sanctuary Architectural light housing (see Architectural 101 VESTIBULE 143 EXIT 209 TOILET drawings for details) 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 , 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 / 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRAGK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 GOATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE - \ F9, / 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE \ IN / 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN (Typical10) 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE T of 115 STAIR 5 157 MEN 223 MEN - 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY - C5' C5' tiC5' 117 CHANCEL LOBBY 225 STAIR 3 - 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 119 TOILET 1GO D15HWA5HING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM - f�P-1_ _ ©P-2 - DP -3 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 117 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- C5' 'C5' 'C5' 'C5' 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 72 T2, 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 'TR2' DP 4 'TR2' 130 STAIR 1 171 PORTE-COGHERE AND STORAGE j 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 DP -5 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET T3' T3' T3' T3' Ts' T3' 135 PRESCHOOL DIREGTOR"5 17G CLOSET 165 FELLOWSHIP HALL - I . OFFICE -- 1GG PREP 1 -- -_ --- ---- --- - TR1' ---— - -- -- -- — -- - �'TR1' 13G CLA55ROOM 1 201 GALLERY 1G7 PLATFORM - 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 C5. (1o'-0.,) c5, DP -5 T1 116 c5' (1o' -a°) C5. 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL TR2' 140 ELECTRIC SERVICE 205 MECHANICAL --- --- --- ---. -- _ 141 GMA STORAGE 20G CHOIR DP -7 T2' 'T2' T2'� DP -8 142 GRO55 MOTOR 207 EAST CORRIDOR TR2 6- 'TR2' I T ACTIVITIES AREA 208 GHO1R ROOM ,;, G5' T1�2 1 TR2' C5' DP -10-7 Sanctuary Architectural light 1112 1 ��" ' 1 H2' housing (see Architectural / i , G 1 p' { drawings for details / 1 ► r DP 20 'C D' ; - i� 172 '� PLAN NORTH TRUE NORTH Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X1' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.G. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field - E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit, ! Existing relocated P5-25 dimmers for stage light fixtures ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 C.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLA55ROOM 3 104 STAIR 2 146 PA5TOR*5 OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 'F7E' AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE GONFERIE NGE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 GHR15T. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO D15HWA5HING, EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER IG3 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET master lighting gg STORAGE 230 ADULT CLASSROOM 2 124 NURSERY I64 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- Panel "P5" control station 125 CLASSROOM G 166 PREP 1 301 EA5T ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAME 134 BOYS 175 CLOSET (ahead of any local switching means). 135 PRESCHOOL DIRECTOR'S 176 CL05ET 165 FELLOWSHIP HALL OFFICE 166 PREP 1 136 CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC, SERVICE 205 MECHANICAL F1' 'F1' 226 141 GMA STORAGE 20G CHOIR 'F1, 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM ! Existing relocated P5-25 dimmers for stage light fixtures 1/8' = 1* -D' C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in, Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details, G. Refer to sheet E20 for light fixture schedule. K Refer to sheet E 19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shalt be on a switched circuit and have an emergency battery pack, K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched Nc) rLOC."M LIGHTING PLAN At circuit, PLAN NORTH TRUE NORTH KEY PLAN. U z E W W Z Lu 3 -Kro C0 Z F: ID Z 0 &1: (D z 0 c) Co LLJ nx 0 U) La o '0 t _j Cr. III a. CO 0 Xz C\1 CY) 0 (0 "qt < Z z < Q z CL z < ��z pU LL ��� 0 0 U z 0 W w cJ cc F- W z E Cl) F- LLJ U) CV* W 3: o 0 aCY) 0c) Uj CO ItoI Z_ 0 . % *I' ....... vi z 0 A 0 LLJ 0 Ld 0 LAJ .'C 1 _'C P3-44 l 'F5' q1CID yy 'CID' ' 'F E' 'F7 'F7E' 'FT 'F7 'F7E' C31 FF7 X2 Fellowship Hall CID' Dimming 'Xil EM EM 216 OS3 Enr 22q Panel 'C 1 D' 218 222 231 CID, &--,Fellowship Hall Note: F8 F1' F1' TZ 'F1' '17 1' master lighting gg Unless otherwise noted on the Lighting Plans, connect all Panel "P5" control station exit signs (fixture types 'X t' and 'X2') and emergency EM 'C3E' 0 'C2D' '.C2D' 'C2D' F1' 1171' lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving 'C2 D'-. (ahead of any local switching means). I 220 224 228 P5-27 'CID C 1 D" 'C 1 D'iv F I' F1' 'F1' 226 F1' '171' 'F1' 'F1, 'F1' 'F1' i General Notes: IC2D' 'C2D' 'G2D' 'C2D' '02D' 230 `C3� A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. 7, B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. 1/8' = 1* -D' C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in, Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details, G. Refer to sheet E20 for light fixture schedule. K Refer to sheet E 19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shalt be on a switched circuit and have an emergency battery pack, K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched Nc) rLOC."M LIGHTING PLAN At circuit, PLAN NORTH TRUE NORTH KEY PLAN. U z E W W Z Lu 3 -Kro C0 Z F: ID Z 0 &1: (D z 0 c) Co LLJ nx 0 U) La o '0 t _j Cr. III a. CO 0 Xz C\1 CY) 0 (0 "qt < Z z < Q z CL z < ��z pU LL ��� 0 0 U z 0 W w cJ cc F- W z E Cl) F- LLJ U) CV* W 3: o 0 aCY) 0c) Uj CO ItoI Z_ 0 . % *I' ....... vi z 0 A 0 LLJ 0 Ld 0 LAJ ♦ qp B., AL 118" = 1'--4" Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X1' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space, D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F, Refer to sheet E21 for symbols and details. G, Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules, J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. 1 L. All light fixtures marked NL (Night Light) shalt be on a non -switched T TS LINPLAN�' A, circuit. PLAN NORTH TRUE NORTH U C cc W a Z Y1 W ro co co n WA M,N p X m 0 m . `LL — via U ZU) o Cn i, ro W' Q ,.1 E Cl) s _ s U L coOF O d' Q Q Q z W� --i Z Ir1. nn� O Z V DD44 ® Q W rr W E U) <® F CU ►—� 0 r- F— U) j W no 0 LO L^ co aR:.a33Ni��., 0o i 2 / i 0 CD Lij CD ��t, O 2 0•ted , a flillflf Z 0 yam_ W Cr S'ml 0 LLJ{ 0 W F- LLj LC Q T tl D N BOOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLA55ROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 159 STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO 015HWA5HING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL --- 125 GLA55ROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIREGTOR'5 17G CLOSET 1G5 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G CLA55ROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM ♦ qp B., AL 118" = 1'--4" Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X1' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space, D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F, Refer to sheet E21 for symbols and details. G, Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules, J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. 1 L. All light fixtures marked NL (Night Light) shalt be on a non -switched T TS LINPLAN�' A, circuit. PLAN NORTH TRUE NORTH U C cc W a Z Y1 W ro co co n WA M,N p X m 0 m . `LL — via U ZU) o Cn i, ro W' Q ,.1 E Cl) s _ s U L coOF O d' Q Q Q z W� --i Z Ir1. nn� O Z V DD44 ® Q W rr W E U) <® F CU ►—� 0 r- F— U) j W no 0 LO L^ co aR:.a33Ni��., 0o i 2 / i 0 CD Lij CD ��t, O 2 0•ted , a flillflf Z 0 yam_ W Cr S'ml 0 LLJ{ 0 W F- LLj LC Q T tl D N F6' F6t7- ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 - 103 COFFEE 145 OFFICE 2 211 G.E. GLA55ROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRAGK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q GOATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 L113RARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM - - 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 22.3 MEN i 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 GHANGEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHR15TIAN 11q TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V GONTROL ROOM 123 TOILET STORAGE 230 ADULT GLA55ROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 GLA55ROOM 7 1G5 FELLOWSHIP HALL 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC, MECHANICAL 127 GLA55ROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-GOCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CL05ET 135 PRESCHOOL DIRECTOR'S 17G CL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM t j i I i I E' F6' 'F6E' _ Ex" _AA., 1/8' — 1'-0' PLAN NORTH TRUE NORTH Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X 1' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E, Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F, Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EMINL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit, KEY PLAN Co E W a. W Z Si Z �T L N M o m o (b CC''O b' ti � W - mjM- �y V zzin 0 V) o W o r: Jcc y - W in O � U Va C Z 1 m 152 L fes. (V co0 Q0 tit J LJ �_Q j f1 U z D 5W Uw ca W W C/)W Q� QD F" U) I� �® C:) I Lj L C9 ( ,,y '✓• • •••••••a•••••• �♦, Imo/ _! • tJ \ i � i i i CF) i ~ • ¢ i ° o o ,��ll►tiliitl����, z 0 Ln 0 LLJW ty Lli Q Q_ n 1/8' = 1•--0- TTIG LIGIiTIN PLAN NORTH TRUE NORTH Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X1' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule, H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. 6 Z_ W t: a W Z = / R 'e • z W- 0 - Z - "' _ U � N � U (/? CD v h x �C Z & X � CLL o m _ t.% g z 0 � o CL /� � C/ Cn c W34 >=- r W- � ro a� U o Z 5� N U o �T co d' Q 0 Z El) U j _ 2 < 02 0 o a 1®J Q 5W GoV W (4 r F_ Uj rj D C:) L C0 ��.� .� fit/ : OD • � y ''. v: a� 0)`: • m r ��Q• Z 0� `A�o .• o PRS ��trrrrJEII1l1���, z 0 cn LLJt v LA w 0 a i o cn W, ROOM LEGEND EM NL 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFIGE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PA5TOR'5 OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 GOATRAGK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 15B FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 11B SACRISTY 15q STAIR 3 22G OFFICE 4 CHR15TIAN 11q TOILET 1GO DI5HWA5HING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 1G3 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 GLA55ROOM 7 1G5 FELLOWSHIP HALL 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1(oq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOY5 175 CLOSET 135 PRESCHOOL DIRECTOR'S 17G CLOSET 165 FELLOWSHIP HALL OFFICE - 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 13B WORK ROOM 203 PIPE ORGAN CASE 1GPI VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC, SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 1/8' = 1•--0- TTIG LIGIiTIN PLAN NORTH TRUE NORTH Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X1' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule, H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. 6 Z_ W t: a W Z = / R 'e • z W- 0 - Z - "' _ U � N � U (/? CD v h x �C Z & X � CLL o m _ t.% g z 0 � o CL /� � C/ Cn c W34 >=- r W- � ro a� U o Z 5� N U o �T co d' Q 0 Z El) U j _ 2 < 02 0 o a 1®J Q 5W GoV W (4 r F_ Uj rj D C:) L C0 ��.� .� fit/ : OD • � y ''. v: a� 0)`: • m r ��Q• Z 0� `A�o .• o PRS ��trrrrJEII1l1���, z 0 cn LLJt v LA w 0 a i o cn W, EM NL 304 _ 'W1' `. Panel ,.P7„_—) P3-44, 'F6E' 'F6' EMA+L 'F6 I 'X1' :F6 303 OS3 'F6' 'F6E' _ 1/8' = 1•--0- TTIG LIGIiTIN PLAN NORTH TRUE NORTH Note: Unless otherwise noted on the Lighting Plans, connect all exit signs (fixture types 'X1' and 'X2') and emergency lighting units (fixture type 'EM') to the room lighting circuit the sign and/or emergency lighting unit is serving (ahead of any local switching means). General Notes: A. All 120 volt, 20 amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E21 for symbols and details. G. Refer to sheet E20 for light fixture schedule, H. Refer to sheet E19 and E20 for panel schedules. J. All light fixtures marked EM (Emergency) shall be on a switched circuit and have an emergency battery pack. K. All light fixtures marked EM/NL (Emergency/Night Light) shall be on a non -switched circuit and have an emergency battery pack. L. All light fixtures marked NL (Night Light) shall be on a non -switched circuit. 6 Z_ W t: a W Z = / R 'e • z W- 0 - Z - "' _ U � N � U (/? CD v h x �C Z & X � CLL o m _ t.% g z 0 � o CL /� � C/ Cn c W34 >=- r W- � ro a� U o Z 5� N U o �T co d' Q 0 Z El) U j _ 2 < 02 0 o a 1®J Q 5W GoV W (4 r F_ Uj rj D C:) L C0 ��.� .� fit/ : OD • � y ''. v: a� 0)`: • m r ��Q• Z 0� `A�o .• o PRS ��trrrrJEII1l1���, z 0 cn LLJt v LA w 0 a i o cn X II ♦ I ♦♦ P2-7 i SR F To "MDP" I 9 See Riser 1" conduit for +48" 10 P2 50 E Diagram I communitcations wiring, stub above accessible (2)4"C. for I ceiling Refer to site phone service t__J I I plan for exact aQ 10 : -- PIV I WP location P 1-28 Y Pt 12 WP FS TS , - CS ' PI -44 = CS EH 1. P1-14 P1-18 FCU -124 M E 1 _- EF -3 FCU -128 FCU -126 C B y P 1 50 . FCU -136 ® C By C By CS MFR CS Q D By P1-42 BY MFR MFR 34 +46;, (j,6 P 1-41 P 1-40 +46' P 1 40 lY 48" P1N39 ' 34 FR MFR � �'4U" x-46" F'1-41 +46 34 W CS P1_16 VA P1-.46 a r +48 0 FCU -,132 /� CR Pi 40 `e Pi -48 P1 -17S By PI -7 n I RFX�I karo `-P2-18 7 PLAN NORTH TRUE NORTH General Notes: A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B, Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. Plan Notes: `:.i Contractor shall reuse existing 208 volt, 3 -pole, 200A disconnect switch with 125A time delay fusing for elevator equipment. Provide shunt -trip for recall. Connect recall to fire alarm system. Provide auxiliary contacts for lowering application. V Contractor shall provide and install a lockable fused switch for elevator cab lighting. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-1. Contractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-3. f 4 Contractor shall provide a telephone rough -in for dedicated elevator cab phone line. OContractor shall provide and install a weatherproof light switch, light fixture and G.F.1, receptacle in elevator pit. Mount devices at 12" below top of pit. Connect to circuit P2-5. f 6�' Connect solenoid valve(s) to sprinkler head at hoistway and elevator machine room to fire alarm system as required. OContractor shall provide a 12" wide cable tray above ceiling. Cat 6 approved. Coordinate rough -in with all disciplines prior to rough -in. (D Provide (4) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P2-2,4,6,8. QProvide 3/4" fire rated plywood backboard for phone service. 10 Provide and install a L5 -30R and quad receptacle at each telecom rack. Circuit P2-9, P2-13(#10 wire), P2-11 and P2-15(#10 wire). 12 Provide (2)4" conduit sleeves through to Mechanical Room #204. 13 Provide (1)4" conduit sleeves through to Mechanical Room #205. 14 Provide (1)4" conduit above ceiling to pass law voltage cable between rooms #1112 and #113. 15 Install receptacle at +15'-6" a.f.t. for projection screen. Coordinate exact location prior to rough -in. 16 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #112. Rough -in at approximately 9'-0" a.f.f.. Coordinate prior to rough -in. 17 Floor box by AN contractor. EC shall install and provide (3)1" conduits with pullwire to equipment rack in room #112. Provide circuit and duplex. 18 Floor box by AN contractor. EC shall install and provide (2)1" conduits and (1)2" conduit with pullwire to equipment rack in room #112. Provide circuit and duplex. 19 Install receptacle within 24" of right rear corner of cooktop opening. 21 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #166. Rough -in at approximately 9'-0" a.f.t.. Coordinate prior to rough -in. 22 Install flush in ceiling for projector. 23 Provide octagon junction box with conduit to above accessible ceiling for emergency pull to hood fire suppression. 27 Floor box by AN contractor. EC shall install and provide (2)1 112" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 28 Provide a double gang junction box at receptacle height with a V conduit to room #112. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN big W`4^a Z Z W :zry z dZzro JHS z LU U C0 UJ4 ° Wm ro W iE U Q N Z' o� fju t a .24 z O '�z n 10 4 ROOM LEGEND 0 U 143 144 EXIT HALL 20cl 210 TOILET G.E. CLASSROOM 2 101 VESTIBULE 102 NARTHEX 145 OFFICE 2 211 G.E. CLASSROOM 3 103 104 COFFEE STAIR 2 14G PASTOR'S OFFICE SECRETARY'S OFFIGE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 148 OFFICE 1 214 STAIR AREA JOG 107 ELEV GOATRAGK 14q WORK ROOM 215 EAST ATTIC MECHANICAL AND STORAGE 108 GOATRAGK 150 151 LOBBY 2 LOBBY 1 216 WEST CORRIDOR 10q 110 GOATRAGK GOATRAGK 152 153 STORAGE SMALL GONFERENGE 217 218 LIBRARY CHRIST. ED. STORAGE 111 GOATRACK ROOM 21q WORK ROOM 112 ELECTRICAL 154 JANITOR 220 LARGE 112A 113 CHASE SERVER 155 15G WOMEN KITGHEN STORAGE AND 221 WOMEN 113A CHASE FOOD PANTRY 222 CHRIST. ED. STORAGE 114 115 STAIR 4 STAIR 5 157 158 MEN FOOD PANTRY CUSTOMER 223 224 MEN OFFICE 3 GODLY PLAY 116 117 SANCTUARY CHANCEL LOBBY 3 225 226 STAIR 3 OFFICE 4 CHRISTIAN 118 5ACR15TY 15q 1GO STAIR DISHWASHING EDUCATION 119 121 TOILET EAST CORRIDOR 161 1G2 EXIT KITCHEN 227 228 BRAILLE 5 CANTOR 122 WATER SERVICE AND SPRINKLER RISER 1G3 CHAIR AND TABLE 230 A/V CONTROL O AgULCLA55ROOM 2 123 124 TOILET NURSERY 1G4 STORAGE WE ST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 165 1GG FELLOWSHIP HALL PREP 1 301 EAST ATTIC MECHANICAL 12G 127 CLASSROOM G CLASSROOM 5 1G7 PLATFORM 302 AND STORAGE STAIR 1 128 CLASSROOM 4 1G8 1Gq PREP 2 WEST VESTIBULE 303 AND SAORAGEECHANICAL 129 FAMILY KITCHEN 171 PORTE-GOCHERE 130 131 STAIR 1 CLA55ROOM 3 172 173 BELL TOWER EAST COVERED WALKWAY 3074 STAIR 3 132 133 GIRLS CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 135 BOYS175 PRESCHOOL DIRECTOR'S 176 CL05ET CLOSET 166 FRS OWSHIP HALL 13G OFFICE CLASSROOM 1 201 GALLERY 6678 PLATFORM 137 138 PRESCHOOL LOBBY WORK ROOM 202 203 STAIR 2 PIPE ORGAN CASE lGcl 170 VESTIBULE REAR HALL 13q 140 PRESCHOOL VESTIBULE ELECTRIC, SERVICE 204 205 MECHANICAL MECHANICAL 141 142 GMA STORAGE 206 CHOIR OR CHOIR ACTIVITIES AREA 208 ROOCORRM X II ♦ I ♦♦ P2-7 i SR F To "MDP" I 9 See Riser 1" conduit for +48" 10 P2 50 E Diagram I communitcations wiring, stub above accessible (2)4"C. for I ceiling Refer to site phone service t__J I I plan for exact aQ 10 : -- PIV I WP location P 1-28 Y Pt 12 WP FS TS , - CS ' PI -44 = CS EH 1. P1-14 P1-18 FCU -124 M E 1 _- EF -3 FCU -128 FCU -126 C B y P 1 50 . FCU -136 ® C By C By CS MFR CS Q D By P1-42 BY MFR MFR 34 +46;, (j,6 P 1-41 P 1-40 +46' P 1 40 lY 48" P1N39 ' 34 FR MFR � �'4U" x-46" F'1-41 +46 34 W CS P1_16 VA P1-.46 a r +48 0 FCU -,132 /� CR Pi 40 `e Pi -48 P1 -17S By PI -7 n I RFX�I karo `-P2-18 7 PLAN NORTH TRUE NORTH General Notes: A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B, Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. Plan Notes: `:.i Contractor shall reuse existing 208 volt, 3 -pole, 200A disconnect switch with 125A time delay fusing for elevator equipment. Provide shunt -trip for recall. Connect recall to fire alarm system. Provide auxiliary contacts for lowering application. V Contractor shall provide and install a lockable fused switch for elevator cab lighting. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-1. Contractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-3. f 4 Contractor shall provide a telephone rough -in for dedicated elevator cab phone line. OContractor shall provide and install a weatherproof light switch, light fixture and G.F.1, receptacle in elevator pit. Mount devices at 12" below top of pit. Connect to circuit P2-5. f 6�' Connect solenoid valve(s) to sprinkler head at hoistway and elevator machine room to fire alarm system as required. OContractor shall provide a 12" wide cable tray above ceiling. Cat 6 approved. Coordinate rough -in with all disciplines prior to rough -in. (D Provide (4) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P2-2,4,6,8. QProvide 3/4" fire rated plywood backboard for phone service. 10 Provide and install a L5 -30R and quad receptacle at each telecom rack. Circuit P2-9, P2-13(#10 wire), P2-11 and P2-15(#10 wire). 12 Provide (2)4" conduit sleeves through to Mechanical Room #204. 13 Provide (1)4" conduit sleeves through to Mechanical Room #205. 14 Provide (1)4" conduit above ceiling to pass law voltage cable between rooms #1112 and #113. 15 Install receptacle at +15'-6" a.f.t. for projection screen. Coordinate exact location prior to rough -in. 16 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #112. Rough -in at approximately 9'-0" a.f.f.. Coordinate prior to rough -in. 17 Floor box by AN contractor. EC shall install and provide (3)1" conduits with pullwire to equipment rack in room #112. Provide circuit and duplex. 18 Floor box by AN contractor. EC shall install and provide (2)1" conduits and (1)2" conduit with pullwire to equipment rack in room #112. Provide circuit and duplex. 19 Install receptacle within 24" of right rear corner of cooktop opening. 21 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #166. Rough -in at approximately 9'-0" a.f.t.. Coordinate prior to rough -in. 22 Install flush in ceiling for projector. 23 Provide octagon junction box with conduit to above accessible ceiling for emergency pull to hood fire suppression. 27 Floor box by AN contractor. EC shall install and provide (2)1 112" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 28 Provide a double gang junction box at receptacle height with a V conduit to room #112. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN big W`4^a Z Z W :zry z dZzro JHS z LU U C0 UJ4 ° Wm ro W iE U Q N Z' o� fju t a .24 z O '�z n 10 4 0 U 61W 4 = p O 0 DS WPI* P2-27 +48" (2)4"C. for Refer to site phone service plan for exact WP location FS TS CS P1-44 CS EH -1 P1-18 ,6 FCU -124 EF -1 By C By \ MFR CS MFR P1_5 0 CS 34 P 1-40 +46' P 1-40 D +46" +48 CS _. P 1 _nn � ■ E -FCU- 112 G13 Panel "P2" 14 P2 12 P 10 - P2-26 AM P2-28 P2-10 +48" _ P2- 18 p3.2(}0 P3-42 Ll EF -2 Q _ +48 P3 -22W FB , 7 P2-19 r. FCU 153', 34 3/4"C. P2-24 By P3-36 P3-54 +48...4 MFR FCU -147 By C By _ o MS P 36 MFR - P3-23 MFR 9-1 ® w�^1 P3-38 1/5, = 1._0s PLAN NORTH TRUE NORTH General Notes: A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. Plan Notes: I 01 Contractor shall reuse existing 208 volt, 3 -pole, 200A disconnect switch with 125A time delay fusing for elevator equipment. Provide shunt -trip for recall. Connect recall to fire alarm system. Provide auxiliary contacts for lowering application. OContractor shall provide and install a lockable fused switch for elevator cab lighting. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-1. Contractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-3. GContractor shall provide a telephone rough -in for dedicated elevator cab phone line. OContractor shall provide and install a weatherproof light switch, light fixture and G.F.I. receptacle in elevator pit. Mount devices at 12" below top of pit. Connect to circuit P2-5, `:J Connect solenoid valve(s) to sprinkler head at hoistway and elevator machine room to fire alarm system as required. OContractor shall provide a 12" wide cable tray above ceiling. Cat 6 approved. Coordinate rough -in with all disciplines prior to rough -in. Provide (4) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P2-2,4,6,8. Provide 3/4" fire rated plywood backboard for phone service. 10 Provide and install a L5 -30R and quad receptacle at each telecom rack. Circuit P2-9, P2-13(#10 wire), P2-11 and P2-15(#10 wire), 12 Provide (2)4" conduit sleeves through to Mechanical Room #204. f 3 Provide (1)4" conduit sleeves through to Mechanical Room #205. 14 Provide (1)4" conduit above ceiling to pass low voltage cable between rooms #112 and #113. 15 Install receptacle at +15'-6" a.f.f. for projection screen. Coordinate exact location prior to rough -in. 16 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #112, Rough -in at approximately 9'-0" a,f.f.. Coordinate prior to rough -in. 17 Floor box by AN contractor, EC shall install and provide (3)1" conduits with pullwire to equipment rack in room 9112. Provide circuit and duplex. 18 Floor box by AN contractor. EC shall install and provide (2)1" conduits and (1)2" conduit with pullwire to equipment rack in room #112. Provide circuit and duplex. 19 Install receptacle within 24" of right rear comer of cooktop opening. 21 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #166. Rough -in at approximately 9'-0" a.f.f.. Coordinate prior to rough -in. 22 Install flush in ceiling for projector. 23 Provide octagon junction box with conduit to above accessible ceiling for emergency pull to hood fire suppression. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 28 Provide a double gang junction box at receptacle height with a 1" conduit to room # 112. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN. CJ Z N W ° W W 0' - Z V T fD V / m N X � Y C tL C.) zine M Sjc" t0 W ° 0 _ o r W U M C'7 O d- (� z �{ W ft W F- cr- W LL O ( 4 z _J 0 : O c U W W rr WE t j l z O O n/ F— 44 f� C� O LO CY) 00111118111111 2r!33N1j�i CO•���......���*` ♦ i/ r 011 fes' � ����� � • T` �Y,,,� 111111111111110���. Z W 1 Ii O W )- L 0 LAI Q o BOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 C.E. GLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 2101 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACRI5TY 1501 STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 1GO D15HWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 1G3 CHAIR AND TABLE 2201 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 125 CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 1201 FAMILY KITCHEN 1601 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COGHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLO5ET 135 PRESCHOOL DIRECTOR'S 17G CLOSET 165 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G GLA55ROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM DS WPI* P2-27 +48" (2)4"C. for Refer to site phone service plan for exact WP location FS TS CS P1-44 CS EH -1 P1-18 ,6 FCU -124 EF -1 By C By \ MFR CS MFR P1_5 0 CS 34 P 1-40 +46' P 1-40 D +46" +48 CS _. P 1 _nn � ■ E -FCU- 112 G13 Panel "P2" 14 P2 12 P 10 - P2-26 AM P2-28 P2-10 +48" _ P2- 18 p3.2(}0 P3-42 Ll EF -2 Q _ +48 P3 -22W FB , 7 P2-19 r. FCU 153', 34 3/4"C. P2-24 By P3-36 P3-54 +48...4 MFR FCU -147 By C By _ o MS P 36 MFR - P3-23 MFR 9-1 ® w�^1 P3-38 1/5, = 1._0s PLAN NORTH TRUE NORTH General Notes: A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. Plan Notes: I 01 Contractor shall reuse existing 208 volt, 3 -pole, 200A disconnect switch with 125A time delay fusing for elevator equipment. Provide shunt -trip for recall. Connect recall to fire alarm system. Provide auxiliary contacts for lowering application. OContractor shall provide and install a lockable fused switch for elevator cab lighting. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-1. Contractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-3. GContractor shall provide a telephone rough -in for dedicated elevator cab phone line. OContractor shall provide and install a weatherproof light switch, light fixture and G.F.I. receptacle in elevator pit. Mount devices at 12" below top of pit. Connect to circuit P2-5, `:J Connect solenoid valve(s) to sprinkler head at hoistway and elevator machine room to fire alarm system as required. OContractor shall provide a 12" wide cable tray above ceiling. Cat 6 approved. Coordinate rough -in with all disciplines prior to rough -in. Provide (4) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P2-2,4,6,8. Provide 3/4" fire rated plywood backboard for phone service. 10 Provide and install a L5 -30R and quad receptacle at each telecom rack. Circuit P2-9, P2-13(#10 wire), P2-11 and P2-15(#10 wire), 12 Provide (2)4" conduit sleeves through to Mechanical Room #204. f 3 Provide (1)4" conduit sleeves through to Mechanical Room #205. 14 Provide (1)4" conduit above ceiling to pass low voltage cable between rooms #112 and #113. 15 Install receptacle at +15'-6" a.f.f. for projection screen. Coordinate exact location prior to rough -in. 16 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #112, Rough -in at approximately 9'-0" a,f.f.. Coordinate prior to rough -in. 17 Floor box by AN contractor, EC shall install and provide (3)1" conduits with pullwire to equipment rack in room 9112. Provide circuit and duplex. 18 Floor box by AN contractor. EC shall install and provide (2)1" conduits and (1)2" conduit with pullwire to equipment rack in room #112. Provide circuit and duplex. 19 Install receptacle within 24" of right rear comer of cooktop opening. 21 Install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #166. Rough -in at approximately 9'-0" a.f.f.. Coordinate prior to rough -in. 22 Install flush in ceiling for projector. 23 Provide octagon junction box with conduit to above accessible ceiling for emergency pull to hood fire suppression. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 28 Provide a double gang junction box at receptacle height with a 1" conduit to room # 112. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN. CJ Z N W ° W W 0' - Z V T fD V / m N X � Y C tL C.) zine M Sjc" t0 W ° 0 _ o r W U M C'7 O d- (� z �{ W ft W F- cr- W LL O ( 4 z _J 0 : O c U W W rr WE t j l z O O n/ F— 44 f� C� O LO CY) 00111118111111 2r!33N1j�i CO•���......���*` ♦ i/ r 011 fes' � ����� � • T` �Y,,,� 111111111111110���. Z W 1 Ii O W )- L 0 LAI Q o \ �D- 34 +48" A J +48" P3 54 3l4"C P2-24 BY FCU -147 P3-36 P3-54 MFR aBy Y P3 36 P3 23 MFR MFR P3-19 NIS FCU -155 - ,A` _ - P3-38 A BY MFR -P -� FCU -1028 P3-38 p3.6 P3-15 0 E P3-21 7 P3-(37,39,41) FCU -164 19 P3-36 #8 wire— A By - MFR �'� +24" -h36" +36" {) +48" P3-35 P3 11 + D EF -1 Panel "P3" extend P3-3 P3 2,5,271 - 2M - to fan P2-30 (�y P3-5 v P3-3 P3-(1,3) By P3-55 J 48 wire See F FCU -156 P3-38 MFR 35 iA ..• J eleva! P2-29 D - CU -162- SAP3-7 J D W P3-(2,4) _ V #8 wire +46" +46 - - - VV Q REX +4G' , r WP CR P3-18 Coordinate exact rough -in locations with owner K P2-14 provided equipment prior +44" P2-16 -1 +44" L ` ' P2-40 I i AREA G FIRST F ve - r -o General Notes: A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG, B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. Plan Notes: 0 Contractor shall reuse existing 208 volt, 3 -pole, 200A disconnect switch with 125A time delay fusing for elevator equipment, Provide shunt -trip for recall. Connect recall to fire alarm system. Provide auxiliary contacts for lowering application. OContractor shall provide and install a lockable fused switch for elevator cab lighting. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-1. OContractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-3. Contractor shall provide a telephone rough -in for dedicated elevator cab phone line. WP 5 Contractor shall provide and install a weatherproof light switch, light 00s and G.F.I. receptacle in elevator pit. Mount devices at 12" below top of pit. Connect to circuit P2-5. t�6 Connect solenoid valve(s) to sprinkler head at hoistway and elevator t\ machine room to fire alarm system as required 21 O 7 Contractor shall provide a 12" wide cable tray above ceiling. Cat 6 approved. Coordinate rough -in with all disciplines prior to rough -in. OProvide (4) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P2-2,4,6,8. P3-30 Provide 3r'4" fire rated plywood backboard for phone service. Install at +12'-0" a.f.f. for projection screen, 10 Provide and install a L5 -30R and quad receptacle at each telecom coordinate exact location rack. Circuit P2-9, P2-13(#10 wire), P2-11 and P2-15(#10 wire). 1 1i2"C. 22 prior to rough -in. to 'SR2' P5 18 12 Provide (2)4" conduit sleeves through to Mechanical Room #204. Io'SR2' PS-�18 0 P3-28 J 13 Provide (1)4" conduit sleeves through to Mechanical Room #205. Provide (1)4" conduit above ceiling to pass low voltage cable between Provide and install a 12"x12"x4" backbox with rooms #112 and #113. P5-16 P3-32 (2)1" conduits to 'MP4' at � AN room #229. 15 Install receptacle at +15'-6" a.f.f. for projection screen. Coordinate exact location prior to rough -in. J i 6 install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #112. Rough -in at approximately 9'-0" a.f.t.. Coordinate prior to rough -in. P3-24 P3-34 17 Floor box by AN contractor. EC shall install and provide (3)1" conduits with pullwire to equipment rack in room #112. Provide circuit and duplex. 21 ❑ 18 Floor box by AN contractor. EC shall install and provide (2)1" J. conduits and (1)2" conduit with pullwire to equipment rack in room i #112. Provide circuit and duplex. P3-26 19 Install receptacle within 24" of right rear corner of cooktop opening. -- 1 EH- _ - 21 Install a single gang back box for speaker rough -in with 3J4" conduit back to equipment rack in room #166. Rough -in at approximately __ 77 Wp 9'-0" a.f.f.. Coordinate prior to rough -in. { P3-57 22 Install flush in ceiling for projector. 23 Provide octagon junction box with conduit to above accessible ceiling OS , D5 1 for emergency pull to hood fire suppression. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 28 Provide a double gang junction box at receptacle height with a 1" conduit to room #112. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. 35 Make connection to relocated garbage disposal. Connect to start/stop switch and solenoid valve as required. P 0 W 2EX P LAN � �® PLAN NORTH TRUE NORTH KEY PLAN, ROOM LEGEND 101 VESTIBULE 143' EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST, ED, STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 159 STAIR 3 22G OFFICE 4 CHRISTIAN 119 TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 1G3 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 125 CLA55ROOM 6 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1G9 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE—COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM \ �D- 34 +48" A J +48" P3 54 3l4"C P2-24 BY FCU -147 P3-36 P3-54 MFR aBy Y P3 36 P3 23 MFR MFR P3-19 NIS FCU -155 - ,A` _ - P3-38 A BY MFR -P -� FCU -1028 P3-38 p3.6 P3-15 0 E P3-21 7 P3-(37,39,41) FCU -164 19 P3-36 #8 wire— A By - MFR �'� +24" -h36" +36" {) +48" P3-35 P3 11 + D EF -1 Panel "P3" extend P3-3 P3 2,5,271 - 2M - to fan P2-30 (�y P3-5 v P3-3 P3-(1,3) By P3-55 J 48 wire See F FCU -156 P3-38 MFR 35 iA ..• J eleva! P2-29 D - CU -162- SAP3-7 J D W P3-(2,4) _ V #8 wire +46" +46 - - - VV Q REX +4G' , r WP CR P3-18 Coordinate exact rough -in locations with owner K P2-14 provided equipment prior +44" P2-16 -1 +44" L ` ' P2-40 I i AREA G FIRST F ve - r -o General Notes: A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG, B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules. Plan Notes: 0 Contractor shall reuse existing 208 volt, 3 -pole, 200A disconnect switch with 125A time delay fusing for elevator equipment, Provide shunt -trip for recall. Connect recall to fire alarm system. Provide auxiliary contacts for lowering application. OContractor shall provide and install a lockable fused switch for elevator cab lighting. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-1. OContractor shall provide and install a dedicated duplex G.F.I. Receptacle for elevator equipment use. Provide a dedicated 120 volt, 20 amp circuit. Connect to circuit P2-3. Contractor shall provide a telephone rough -in for dedicated elevator cab phone line. WP 5 Contractor shall provide and install a weatherproof light switch, light 00s and G.F.I. receptacle in elevator pit. Mount devices at 12" below top of pit. Connect to circuit P2-5. t�6 Connect solenoid valve(s) to sprinkler head at hoistway and elevator t\ machine room to fire alarm system as required 21 O 7 Contractor shall provide a 12" wide cable tray above ceiling. Cat 6 approved. Coordinate rough -in with all disciplines prior to rough -in. OProvide (4) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P2-2,4,6,8. P3-30 Provide 3r'4" fire rated plywood backboard for phone service. Install at +12'-0" a.f.f. for projection screen, 10 Provide and install a L5 -30R and quad receptacle at each telecom coordinate exact location rack. Circuit P2-9, P2-13(#10 wire), P2-11 and P2-15(#10 wire). 1 1i2"C. 22 prior to rough -in. to 'SR2' P5 18 12 Provide (2)4" conduit sleeves through to Mechanical Room #204. Io'SR2' PS-�18 0 P3-28 J 13 Provide (1)4" conduit sleeves through to Mechanical Room #205. Provide (1)4" conduit above ceiling to pass low voltage cable between Provide and install a 12"x12"x4" backbox with rooms #112 and #113. P5-16 P3-32 (2)1" conduits to 'MP4' at � AN room #229. 15 Install receptacle at +15'-6" a.f.f. for projection screen. Coordinate exact location prior to rough -in. J i 6 install a single gang back box for speaker rough -in with 3/4" conduit back to equipment rack in room #112. Rough -in at approximately 9'-0" a.f.t.. Coordinate prior to rough -in. P3-24 P3-34 17 Floor box by AN contractor. EC shall install and provide (3)1" conduits with pullwire to equipment rack in room #112. Provide circuit and duplex. 21 ❑ 18 Floor box by AN contractor. EC shall install and provide (2)1" J. conduits and (1)2" conduit with pullwire to equipment rack in room i #112. Provide circuit and duplex. P3-26 19 Install receptacle within 24" of right rear corner of cooktop opening. -- 1 EH- _ - 21 Install a single gang back box for speaker rough -in with 3J4" conduit back to equipment rack in room #166. Rough -in at approximately __ 77 Wp 9'-0" a.f.f.. Coordinate prior to rough -in. { P3-57 22 Install flush in ceiling for projector. 23 Provide octagon junction box with conduit to above accessible ceiling OS , D5 1 for emergency pull to hood fire suppression. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 28 Provide a double gang junction box at receptacle height with a 1" conduit to room #112. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. 35 Make connection to relocated garbage disposal. Connect to start/stop switch and solenoid valve as required. P 0 W 2EX P LAN � �® PLAN NORTH TRUE NORTH KEY PLAN, P4-13 P4-15 - P4-17 FCU -210 UH -215A P4-20 C FCU -142 H p� P4-2 By Vk-�G MFR F I General iVotes. MFR FCU 212 P4-20 ® By 24 C 'V P4 20 MFR A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. Panela +45.. By B. Conduit system shall be EMT above main level ceiling. Contractor +48" MFR may use M.C. cable for branch circuits above accessible ceiling. All P4-22 A x n homeruns to the panel shall be EMT conduit. '`` '" •4 hobo PLAN NORTH TRUE NORTH C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules, Puff Moles 11 Single gang back box with 1 1/2"C. to rack in room #112. 20 Provide (2) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P5-19,21. 24 Provide a single gang back box with a 1 1/2"C. to above accessible ceiling. 25 Provide and install a 3 -gang junction box with (2) 3/4"C, down to 'SR' in room #112. 26 Provide and install a single gang junction box with 1 1/2"C, down to 'SR' in room #112. 2i Floor box by AN contractor. EC shall install and provide (2)1 112" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 29 EC to provide a 12"02"x4" backbox to receive conduits from MP3. Provide (2)1" conduits from MP4 to SR2. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PA5TOR'5 OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 100 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q GOATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRAGK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5AGR15TY 15q STAIR 3 22G OFFICE 4 CHR15TIAN 11q TOILET 160 D15HWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 1G3 GHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 FORTE-GOGHERE AND STORAGE 131 GLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 GLO5ET 135 PRESCHOOL DIRECTOR'S 17G GL05ET 165 FELLOWSHIP HALL OFFICE 1GG PREP 1 136 CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM P4-13 P4-15 - P4-17 FCU -210 UH -215A P4-20 C FCU -142 H p� P4-2 By Vk-�G MFR F I General iVotes. MFR FCU 212 P4-20 ® By 24 C 'V P4 20 MFR A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. Panela +45.. By B. Conduit system shall be EMT above main level ceiling. Contractor +48" MFR may use M.C. cable for branch circuits above accessible ceiling. All P4-22 A x n homeruns to the panel shall be EMT conduit. '`` '" •4 hobo PLAN NORTH TRUE NORTH C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E19 and E20 for panel schedules, Puff Moles 11 Single gang back box with 1 1/2"C. to rack in room #112. 20 Provide (2) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P5-19,21. 24 Provide a single gang back box with a 1 1/2"C. to above accessible ceiling. 25 Provide and install a 3 -gang junction box with (2) 3/4"C, down to 'SR' in room #112. 26 Provide and install a single gang junction box with 1 1/2"C, down to 'SR' in room #112. 2i Floor box by AN contractor. EC shall install and provide (2)1 112" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 29 EC to provide a 12"02"x4" backbox to receive conduits from MP3. Provide (2)1" conduits from MP4 to SR2. 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN wlpullwire E F-2 P5-28@ P4-17 FCU i42 Stub up at low P5 15 F voltage terminal rP4 10 for existing 34 P5-31 ` By organ pipes P5-By (Y P5-11 P4 20 MFR M MFR ® 48" By FCU -217 P5 0 MFR C ,+46 +46" P4-22 t46 By Q 0 11 TV P4-14 MFR P5 By MFR 213 P4-22 P2-17 FCU -216 A y A FCU -201A FCU -201B MFR E P5-24 P5-24 By P5 2 MFR +48' FCU 211 i P5-26 EF -1 Mi C 34 ® P5 26 By -+—'P4-22 f By FCU -224 MFR LY By FCU -22 MFR 24 J A P5 6 P5-4 — MFR == C J P4-26 c P5-5 27 FB P4-24 +46" +46" \ MP410 P5-3 - IF P5-1 P4-12 PIS e A PLAN NORTH TRUE NORTH �.�jls M_ A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E 19 and E20 for panel schedules. Plan Notes: 11 Single gang back box with 1 1/2"C. to rack in room #112. 20 Provide (2) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P5-19,21. 24 Provide a single gang back box with a 1 1/2"C. to above accessible ceiling. 25 Provide and install a 3 -gang junction box with (2) 3/4"C. down to 'SR' in room #1112 26 Provide and install a single gang junction box with 1 1/2"C. down to 'SR' in room #112. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 29 EC to provide a 12"x12"x4" backbox to receive conduits from MP3. Provide (2)1"conduits from MP4 to SR2 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN U Z E W W z C'3 - W z z ro m rn a(b N ` c z Q = 3 m U zN.� N- s N WCLp r W � - �� ro m Q Sa'2 U p� Cq 01 a It Q Q CL 02 0 a. CV �J Q z ®off 0 0mLL. U VV U W W LLJ WM C/)z 2: (10 Q ® F-- Q T_ LLJ W Q ( Cl) 0) ft r LLJelm z 0 LLJ to U 0 w F W 0 d LAJ a c� to BOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 109 COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21cl WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACR15TY 15q STAIR 3 22G OFFICE 4 CHRI5TIAN 11q TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL --- 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE--GOGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 115 FELLOWSHIP HALL OFFICE - 1GG PREP 1 13G CLA55ROOM 1 201- GALLERY 117 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1I VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM wlpullwire E F-2 P5-28@ P4-17 FCU i42 Stub up at low P5 15 F voltage terminal rP4 10 for existing 34 P5-31 ` By organ pipes P5-By (Y P5-11 P4 20 MFR M MFR ® 48" By FCU -217 P5 0 MFR C ,+46 +46" P4-22 t46 By Q 0 11 TV P4-14 MFR P5 By MFR 213 P4-22 P2-17 FCU -216 A y A FCU -201A FCU -201B MFR E P5-24 P5-24 By P5 2 MFR +48' FCU 211 i P5-26 EF -1 Mi C 34 ® P5 26 By -+—'P4-22 f By FCU -224 MFR LY By FCU -22 MFR 24 J A P5 6 P5-4 — MFR == C J P4-26 c P5-5 27 FB P4-24 +46" +46" \ MP410 P5-3 - IF P5-1 P4-12 PIS e A PLAN NORTH TRUE NORTH �.�jls M_ A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E 19 and E20 for panel schedules. Plan Notes: 11 Single gang back box with 1 1/2"C. to rack in room #112. 20 Provide (2) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P5-19,21. 24 Provide a single gang back box with a 1 1/2"C. to above accessible ceiling. 25 Provide and install a 3 -gang junction box with (2) 3/4"C. down to 'SR' in room #1112 26 Provide and install a single gang junction box with 1 1/2"C. down to 'SR' in room #112. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 29 EC to provide a 12"x12"x4" backbox to receive conduits from MP3. Provide (2)1"conduits from MP4 to SR2 34 Circuit for electric hand dryer. Coordinate rough -in height and location with Architect prior. KEY PLAN U Z E W W z C'3 - W z z ro m rn a(b N ` c z Q = 3 m U zN.� N- s N WCLp r W � - �� ro m Q Sa'2 U p� Cq 01 a It Q Q CL 02 0 a. CV �J Q z ®off 0 0mLL. U VV U W W LLJ WM C/)z 2: (10 Q ® F-- Q T_ LLJ W Q ( Cl) 0) ft r LLJelm z 0 LLJ to U 0 w F W 0 d LAJ a c� to 26 LTJ. EF -2 P5-28® P5-15 34 P5-31 P5-13 P5-24 P5-11 By (- ;0 „ +48" P5-333 J MFR \T +48 FCU -217 P5_9 +46" 34 G +46" +46" FCU 223 +46" By A MFR P5-24 FCU -216 FCU -229 - A By - P5-7 _ B 201B MFR FCU -201 P5-24 P5-24 Panel 29 B ® P5 2 Y MFR +48 P5-20 P5-26 EF -1 P5-26 P5-26 By © P5-26 P5 10 By FCU-224[IV MFR 5-26 MFR �'. FCU 2MFR 24 2 A ( P5-4 y FCU -230 24 FCU 228 P5-6 MFR q B P5-17 - P5-5 27 1 B b FCU -226 +46" A P5-23 P5-8 P512 +4 P5-3 _ —P5-1 1/8' = 1._0. A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E 19 and E20 for panel schedules. MM 11 Single gang back box with 1 1/2"C, to rack in room #112. 20 Provide (2) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P5-19,21. 24 Provide a single gang back box with a 1 1/2"C, to above accessible ceiling, 25 Provide and install a 3 -gang junction box with (2) 3/4"C, down to 'SR' in room #1 12. 26 Provide and install a single gang junction box with 1 1/2"C, down to 'SR' in room #112. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 29 EC to provide a 12"x 12"x4" backbox to receive conduits from MP3, Provide (2)1" conduits from MP4 to SR2. 34 Circuit for electric hand dryer. Coordinate rough -in height and location NOwith Architect prior. FLOOR PLAN NORTH TRUE NORTH KEY PLAN a, C3 �: Z a ` W Z t� W: 0 Z= ro Cl) F- - m o t6 U q5 +t0- o L W M 'p X o � m- VO a� (n m W+ cn W c r in OC Girt' a =°r ro 0 Q Z J fl JJ � \VJ U 0 L a. (D Q 04z 0 I� 4�J 0 (�W Ij W V , WU) z 7-� . LLJ1111 """JJ��77! W !� a `- M 0 a* 000 •tet 'V 's �•� Qi 1= Z i «3 p• 0 9, o • O q 5yOP PROS ,VV�O�► z 0 r U LLJ L 0 r �[ 0- C7 V7 ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. GLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 COATRAGK 149 WORK ROOM 215 EAST ATTIC MECHANICAL. 108 GOATRAGK 150 LOBBY 2 AND STORAGE 109 GOATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRAGK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHA5E 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G 5ANGTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5AGRI5TY 159 STAIR 3 22G OFFICE 4 GHRI5TIAN 11q TOILET 1GO DISHWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 GLA55ROOM 7 1G5 FELLOWSHIP HALL -- 125 GLA55ROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 GLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EA5T COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 GLO5ET 135 PRESCHOOL DIREGTOR'5 17G CLOSET 165 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CA5E 1GcI VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC 5ERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 26 LTJ. EF -2 P5-28® P5-15 34 P5-31 P5-13 P5-24 P5-11 By (- ;0 „ +48" P5-333 J MFR \T +48 FCU -217 P5_9 +46" 34 G +46" +46" FCU 223 +46" By A MFR P5-24 FCU -216 FCU -229 - A By - P5-7 _ B 201B MFR FCU -201 P5-24 P5-24 Panel 29 B ® P5 2 Y MFR +48 P5-20 P5-26 EF -1 P5-26 P5-26 By © P5-26 P5 10 By FCU-224[IV MFR 5-26 MFR �'. FCU 2MFR 24 2 A ( P5-4 y FCU -230 24 FCU 228 P5-6 MFR q B P5-17 - P5-5 27 1 B b FCU -226 +46" A P5-23 P5-8 P512 +4 P5-3 _ —P5-1 1/8' = 1._0. A. All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. C. Contractor shall coordinate with all other trades to avoid conflicts of space. D. Contractor shall coordinate the exact location of all devices with all other trades prior to rough -in. Exact location to be determined in the field. E. Contractor shall coordinate with the mechanical and plumbing contractors for exact locations of equipment prior to rough -in. F. Refer to sheet E22 for symbols and details. G. Refer to sheet E21 for light fixture schedule. H. Refer to sheet E 19 and E20 for panel schedules. MM 11 Single gang back box with 1 1/2"C, to rack in room #112. 20 Provide (2) IG duplex receptacles with dedicated circuit to each for sound system rack. Circuit P5-19,21. 24 Provide a single gang back box with a 1 1/2"C, to above accessible ceiling, 25 Provide and install a 3 -gang junction box with (2) 3/4"C, down to 'SR' in room #1 12. 26 Provide and install a single gang junction box with 1 1/2"C, down to 'SR' in room #112. 27 Floor box by AN contractor. EC shall install and provide (2)1 1/2" conduits with pullwire to above accessible ceiling. Provide circuit and duplex. 29 EC to provide a 12"x 12"x4" backbox to receive conduits from MP3, Provide (2)1" conduits from MP4 to SR2. 34 Circuit for electric hand dryer. Coordinate rough -in height and location NOwith Architect prior. FLOOR PLAN NORTH TRUE NORTH KEY PLAN a, C3 �: Z a ` W Z t� W: 0 Z= ro Cl) F- - m o t6 U q5 +t0- o L W M 'p X o � m- VO a� (n m W+ cn W c r in OC Girt' a =°r ro 0 Q Z J fl JJ � \VJ U 0 L a. (D Q 04z 0 I� 4�J 0 (�W Ij W V , WU) z 7-� . LLJ1111 """JJ��77! W !� a `- M 0 a* 000 •tet 'V 's �•� Qi 1= Z i «3 p• 0 9, o • O q 5yOP PROS ,VV�O�► z 0 r U LLJ L 0 r �[ 0- C7 V7 'i P6-(8,10,12) P6-(7,9,11) Dry Pipe Air #10 wire #10 wire Compressor -P 2 -- By R- _ _ VAV-1 M P-1 Ail -1 x,6.15 P614 AHU-1 P6-24 2500 CFM 5000 CFM By MFR By MFR ----->P6-(2,4,6) #10 wire P6-(1,3,5) #8 wire !! • P6-14 General Notes: A, All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. !'� lam .. ... a.... ..a ., .. ..4...{I-----I:.-tea- ...:.L -II - — - - a-- --- — ....-;A {{:tea.. ..f U Z 0) E a n • ro ro U v G .r - (L a 2 ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 2101 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 0I5HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 1201 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE --- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1601 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 'i P6-(8,10,12) P6-(7,9,11) Dry Pipe Air #10 wire #10 wire Compressor -P 2 -- By R- _ _ VAV-1 M P-1 Ail -1 x,6.15 P614 AHU-1 P6-24 2500 CFM 5000 CFM By MFR By MFR ----->P6-(2,4,6) #10 wire P6-(1,3,5) #8 wire !! • P6-14 General Notes: A, All 120V., 20 Amp circuits over 100' in length shall be #10 AWG. B. Conduit system shall be EMT above main level ceiling. Contractor may use M.C. cable for branch circuits above accessible ceiling. All homeruns to the panel shall be EMT conduit. !'� lam .. ... a.... ..a ., .. ..4...{I-----I:.-tea- ...:.L -II - — - - a-- --- — ....-;A {{:tea.. ..f U Z 0) E a n • ro ro U v G .r - (L a 2 All 2 N 0 (Y) (D z z w 2 .r— IL 0 .n E zi s U U m W b U C N L U N N CIOO (fl d' z _Q L� z W 2 rr Q U L (L w �+ U) LLJ M Cie O ZI Voltage 120/208 Notes: Main: Main Lug Only Amps: 225 A = Alternate Circuit Panel "P2" Bus: Copper Phase: 3 (2 -Section) Mounting: Surface Wire: 4 Location: Electrical 112 Remarks <Load (KW)> Cir. No. 20 AMP <Load (KW)> Remarks 1 Pole Cir. U,O.N. No. Other Equip. A/C Heat Rec. Light Light Rec. Heat A/C Equip. Other Elevator Cab Lights 1.0 Panel "P1" Other MDP -2 3 1 2 1.0 Sound Rack 4 1.0 Sound Rack 6 1.0 Sound Rack 8 1.0 Sound Rack 10 1.0 Receptacle 12 1 1.2 Receptacle 30 14 1.8 Receptacle 30 16 1.8 Receptacle 18 1.2 Receptacle 20 ,5 Projection Screen 22 ,5 Projection Screen 24 12 Receptacle 26 1.0 Receptacle 28 .4 Receptacle 30 1.0 Receptacle 15 32 1.7 DSAC 118 34 36 1.5 EH -1 38 1.5 EH -1 20 40 1.5 EH -1 42 Receptacle / EF -1 30 44 2.0 Lighting 30 46 2.0 Lighting 48 ,6 Lighting 50 .3 FCU -112 52 .3 FCU -105 54 Spare 56 Space 58 Space 60 Space Elevator Receptacle MDP -3 1.0 225 Panel "P3" 50 30 60 3 Elevator Pit .2 .5 1.8 MDP -5 3 5 TTB Receptacle MDP -6 3 5 Panel "P6" 7 Telecom Rack Receptacle 3 225 Panel "P7" .5 1 9 Telecom Rack Receptacle Dimmer Panel 5 MDP -9 .5 125 11 Telecom Rack Receptacle MDP -10 3 400 2.8 13 Telecom Rack Receptacle 200 Space Receptacle 2.8 1.2 15 Receptacle 1 1.0 9 12 1.4 17 Receptacle .6 19 Receptacle 14 .6 Receptacle Water Coolers 21 Receptacle .6 13 16 23 Receptacle Stairwell Lighting (East Wing) .6 25 Exterior Receptacle 15 .8 1.2 Receptacle Receptacle / EF -1 27 Receptacle 1.2 .1 17 29 Receptacle 1.0 1.0 31 Projector 1.2 Refrigerator 22 .5 Receptacle 33 Organ 1.0 .5 35 Future Organ Blower .4 Receptacle Receptacle .4 37 39 41 Lighting 1.2 26 1.5 Microwave Range 43 Lighting .8 8.3 25 45 Lighting (Cross Accent) .2 Receptacle 30 ,8 Receptacle 47 Exit / Emergency Lighting 4 4.9 49 Spare 32 1,0 Receptacle 34 1.6 51 Spare 1.6 53 Space 36 1,6 Lighting (East Wing) Lighting (East Wing) 1.5 55 Space 35 38 57 Space Elevator Machine Room Lighting 1 59 3,8 7.9 .9 8.1 FCU's Connected load (KW) 5.0 2.3 4.5 10.6 4.6 38 6.5 8.1 1 1 Demand load (KW) 5.0 2,3 0.0 7.8 4.6 Legend Total Demand (KW) Feeder Calculated ± = 1 Pole = 2 Pole = 3 Pole Light Rec. Heat A/C Equip. Other Total Fed From Wire Size: Total Demand Amps = 106± Conduit 8.4 14.3 Shed 2.3 13.1 38.1 Main Distribution Panel "MDP" 208/12OV-5 3 PH., 4 W. Mains 1600 Amp Main Breaker: 1600 Amp / SPD Branch Breaker Load Served Notes Desig. Pales Size MDP -1 3 225 Panel "P1" Other MDP -2 3 225 Panel "P2" MDP -3 3 225 Panel "P3" 50 30 60 MDP -4 3 225 Panel "P4" 1.8 MDP -5 3 225 Panel "P5" MDP -6 3 225 Panel "P6" 6 MDP -7 3 225 Panel "P7" 1.4 MDP -8 3 60 Dimmer Panel 5 MDP -9 3 125 Elevator Shunt -Trip MDP -10 3 400 Chiller MDP -11 3 200 Space Receptacle 1.2 1 ON Notes: �i Main: Main Lug Only Voltage: 120/208 q �� Amps: 225 G = Ground Fault Circuit Breaker Panel "Pl" Bus: Copper Phase: 3 (2 -Section) Mounting: Surface Wire_ 4 Location: Electrical Service 140 Remarks <Load (KW)> Cir, No, 20 AMP 1 Pole U.O,N, Gr. No, <Load (KW)> Remarks Light Rec. Heat A/C Equip. Other Other Equip, A/C Heat Rec. Light Receptacle 1.2 1 50 30 60 2 1,0 FACP 4 1.8 Receptacle Receptacle 1.2 3 6 1.8 Receptacle Receptacle 1.4 5 8 1.8 Receptacle Receptacle ,8 7 10 8 Receptacle Receptacle 1.2 1 9 12 1.4 Receptacle Receptacle 1.0 11 14 1.2 Receptacle Water Coolers 1.0 13 16 .8 Receptacle Stairwell Lighting (East Wing) 4 15 18 1.2 Receptacle Receptacle / EF -1 1.2 .1 17 Receptacle 1.0 19 20 1.2 Refrigerator 22 4 Receptacle Receptacle 1.0 21 24 .4 Receptacle Receptacle .4 23 26 1.5 Microwave Range 8.3 25 27 28 1.2 Receptacle 30 ,8 Receptacle Dishwasher 4.9 29 31 32 1,0 Receptacle 34 1.6 Lighting (East Wing) Lighting (East Wing) 1.6 33 36 1,6 Lighting (East Wing) Lighting (East Wing) 1.5 35 38 13 Lighting (East Wing) Elevator Machine Room Lighting 1 37 40 .9 FCU's FCU's .9 39 FCU's .6 41 42 .4 EF -3 44 1.5 EH -1 Shed 9.9 43 45 46 1,5 Hand Dryer 48 1.5 Nand Dryer Chiller Heat Trace 1.5 47 50 1.5 1 Hand Dryer Chiller Heater 1.5 49 52 1.5 EH -1 Chiller Buffer Tanlc Heater 1.5 51 54 Spare Site Pole Receptacle .4 53 Spare 55 56 Spare 58 Spare Spare 57 60 Spare Spare 59 3.6 10.8 4,5 1.5 24.2 Connected load (KW) 8.6 .9 3.0 14.6 4.5 3.6 7.9 0.0 1.5 24.21 Demand load (KW) 8.6 .9 0.0 9.8 4.5 Legend Total Demand (KW) Feeder Calculated ± .--. = 1 Pole = 2 Pole = 3 Pole Light Rec. Heat A/C Equip, Other Total Fed From: Wire Size: Total Demand Amps = 170± 61.0 Conduit: 8.1 17,7 2,4 32.8 Panel"P4" 120/208V., 30,4W, 225 Amp M.L.O. Attic Panel"P6" 120/208V., 304W. 225 Amp M.L.O. 4#300MCM,1 #4,3"C. Dimmer Panel 120/208V., 30 60 Amp M.L.O. E-- Photocell on roof Attic 2 sets of (4#250MCM,1#4,3"C.) Panel "P5" 120/208V., 30,4W. 225 Amp M. L. 0, :-G Panel "PT' 1201208V., 30AW. 225 Amp M.L.O. C0 co M -46 m N(0 in a � C) m c LL 3 m-•- z<'n' r a in m� M Z Z W 2 Q CJ h T- F - W a Voltage: 120/208Main: Main Lug Only ®� ®� Amps: 225 Pane! Bus: Copper Phase: 3 Mounting: Surface Wire: 4 Location: Attic 303 Remarks Load (KW)> 20 AMP Remarks Cir. 1 Pole Cir. <Load (KW)> No. U.O.N. No, Other Equip. A/C Heat Rec. Light Light Rec. Heat AiC Equip. Other AHU-3 Remarks Light Rec, <Load (KW)> Heat A/C 12.7 20 AMP Cir, 1 Pole No, U.O.N. Cir. No. 1T 50 2 3 4 8.6 MAU-2 5 6 7 45 8 .5 VAV's 9 10 .5 WH -A / RP -A 11 12 .5 WH -A / RP -A 13 14 .8 Receptacle 15 16 .5 Attic Lighting 17 18 1.8 Air Compressor 19 20 Spare 21 22 Spare 23 24 Spare 25 26 Spare 27 28 Spare 29 30 Spare 31 32 Spare 33 34 Spare 35 36 Spare 37 38 Space 39 40 Space 41 42 Space AHU-2 Light Remarks Receptacle 9.1 1 50 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 FCU -303 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 .3 .2 Receptacle Spare Water Cooler Receptacle .2 4 1.5 1.2 12 Receptacle Spare 6 Receptacle .8 Receptacle Receptacle / EF -1 1.2 8 Spare 1.2 Receptacle Receptacle 1.0 10 EH -1 1.0 Spare Receptacle .6 12 14 .8 Receptacle Receptacle 4 Spare Spare .4 Spare Receptacle .4 16 Spare Projector Receptacle 1.0 18 3.9 3.9 5 Projection Screen Spare 20 .6 AN Receptacle Sound Rack Receptacle 1.0 22 Spare .6 AN Receptacle Receptacle .8 24 .7 Spare Lighting West Wing 1.6 26 .6 FCU's Lighting West Wing 1.7 Spare Rec. Heat .2 EF -2 EH -1 1.5 30 Fed From: Wire Size: Conduit: Spare Existing Stage Lighting Hand Dryer 1,5 32 3.9 11.0 1.6 Spare Space 34 Spare Spare 36 Space Spare Space 38 1.2 Space Space 40 Space Space 42 .4 1 1 Stage Receptacle Space 22.1 3.3 6.8 3.3 5,9 1.5 0.0 Connected load (KW) 2.8 9.1 .8 .5 Connected load (KW) A 1 1 Stage Receptacle 2.2 2.2 1.3 1.3 G G G G Voltage: 120/208ryG�� Amps: 225 Phase: 3 Wire: 4 Notes: G = Ground Fault Circuit Breaker Pane! "N" Cir. No. �� Panel P5 Oven i Microwave Main: Main Lug Only Bus: Copper Mounting: Surface Location: East Attic 215 Remarks Main: Bus: Mounting: Location: Main Lug Only Copper Surface AN Room 229 Remarks Light Rec, <Load (KW)> Heat A/C Equip. Other 20 AMP Cir, 1 Pole No, U.O.N. Cir. No. Other Equip. <Load (KW)> A/C Heat Rec. Light Remarks Receptacle 1.0 1 50 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 Warming Cabinet 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 1,0 .2 Receptacle .4 Water Cooler Receptacle .2 4 1.5 1.2 12 Receptacle Receptacle 2 6 Receptacle .8 Receptacle Receptacle / EF -1 1.2 8 .8 1.2 Receptacle Receptacle 1.0 10 EH -1 1.0 Receptacle Receptacle .6 12 14 .8 Receptacle Receptacle 4 14 Spare .4 Spare Receptacle .4 16 .5 Projector Receptacle 1.0 18 3.9 3.9 5 Projection Screen Sound Rack Receptacle 1.0 20 .6 AN Receptacle Sound Rack Receptacle 1.0 22 .6 AN Receptacle Receptacle .8 24 .7 FCU's Lighting West Wing 1.6 26 .6 FCU's Lighting West Wing 1.7 28 Rec. Heat .2 EF -2 EH -1 1.5 30 Fed From: Wire Size: Conduit: 1.2 Existing Stage Lighting Hand Dryer 1,5 32 3.9 11.0 1.6 Spare Hand Dryer 1.5 34 Spare Spare 36 Spare Space 38 1.2 Space Space 40 Space Space 42 .4 1 1 Stage Receptacle Space 3.3 6.8 3.3 5,9 1.5 0.0 5A 5.0 Connected load (KW) A 1 1 Stage Receptacle 2.2 2.2 1.3 1.3 6.2 5.6 1.2 1.2 Demand load (KW) Legend Total Demand (KW) Feeder Calculated ± r = 1 Pole = 2 Pole = 3 Pole Light Rec. Heat A/C Equip. Other Total 24.5 Fed From: Wire Size: Conduit: Total c Demand Amps = U8+ 4.5 11.5 1.3 7.2 Voltage: 120/208 Amps: 225 Phase: 3 Wire: 4 Notes: G = Ground Fault Circuit Breaker Pane! "N" Cir. No. < Load (KW )> Remarks Other Equip. A/C Heat Rec. Light Oven i Microwave Main: Main Lug Only Bus: Copper Mounting: Surface Location: East Attic 215 Remarks Light Rec. <Load (KW)> Heat A/C 20 AMP Cir. 1 Pale Equip. Other No. U.O.N. Cir. No. Other Equip. <Load (KW)> A/C Heat Rec. Remarks Light Range g Microwave Dishwasher Receptacle Receptacle Receptacle Receptacle Receptacle Organ Blower Lighting East Wing Lighting East Wing Lighting East Wing UH -215A UH -215B Spare Spare Spare Space Space Space 1.6 1.4 9 1.0 1.0 1.2 1.2 1.2 1.0 1,0 8.3 1.5 1.2 1.8 1 50 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 Warming Cabinet 1.2 1.0 Refrigerator .2 Receptacle .4 Receptacle .4 Receptacle 1.5 1.2 Receptacle / EF -1 1,0 Receptacle ,8 Receptacle 1.2 Receptacle 1.2 Receptacle .8 FCU's .8 FCU's 1.5 EH -1 1.5 Hand Dryer Spare 14 Spare Spare Receptacle Spare .4 Spare Space Space Space Receptacle 3.9 3.9 5.6 5.3 2.0 0.0 12.8 12.8 Connected load (KW) Demand load (KW) 4.2 4.2 1.6 1.5 1.6 6.4 Legend 20 Total Demand (KW) Feeder Receptacle / EF -i 1.2 .1 22 Calculated f .-. _ 1 Pole 2 Pole = 3 Pole Light Rec. Heat A/C Equip. Other Total 33.5 Fed From: Wire Size: Conduit: .8 Total Demand Amps = 93± 3.9 11.0 1.6 17.0 Voltage: 120/208 Notes:Main: Main Lug Only Amps: 225 L= Circuit breaker with "Lock -Off" hardware Panel "P3"Bus: Copper Phase: 3 G= Ground Fault Circuit Breaker Mounting. Surface Wire: 4 A= Alternate Circuit Location: Janitor 154 Remarks <Load (KW)> Light Rec. Heat A/C Equip. Other 20 AMP Cir. 1 Pole No. U.O.N. Cir. No. < Load (KW )> Remarks Other Equip. A/C Heat Rec. Light Oven i Microwave 6.6 1 40 50 3 5 7 9 11 13 15 17 19 21 23 25 27 29 2 7.2 Double Oven 4 Warming Cabinet 1.0 6 .4 Receptacle Warming Cabinet 1.0 8 Shunt -Trip Refrigerator 1.3 10 4 Cooldops Freezer 1.2 12 Shunt -Trip Receptacle 6 14 .4 Receptacle Receptacle .4 16 Shunt -Trip Receptacle .4 18 Receptacle Receptacle 1.0 20 1.8 Copier Receptacle / EF -i 1.2 .1 22 1.8 Copier Receptacle 1.0 24 .8 Receptacle Hood Control Cabinet 1,0 26 1.0 Receptacle Hood Lights 1,0 28 1.2 Receptacle Kitchen Lighting 1.1 30 .4 1 1 Stage Receptacle Lighting (West Wing) 1.1 1 131 32 A 1 1 Stage Receptacle G G M A a • IN 2 L Fellowship Hall Dimmer Schedule ZoneFixture (GH-) Description Circuit No, Voltage Quantity Load (Watts) Load Type 1 Fellowship Hall DP2-1 120 4 1000 Quartz Halogen 2 Fellowship Hall DP2-2 120 4 1000 Quartz Halogen 3 Fellowship Hall DP2-3 120 4 1000 Quartz Halogen 4 Fellowship Hall DP24 120 4 1000 Quartz Halogen 5 Stage DP2-5 120 4 600 Quartz Halogen 6 Spare DP2-6 120 - - Incandescent Sanctuary i er Schedule ZoneFixture Description Circuit No. Voltage Lamp Type Load Load Type ,cit } Illustration ** Type Quantity (Watts) No. 1 Main Worship Platform DP -1 120 2 500 Quartz Halogen 2 Main Worship Platform DP -2 120 4 1000 Quartz Halogen 3 Main Worship Platform DP -3 120 2 500 Quartz Halogen 4 Main Worship Platform DP -4 120 2 500 Quartz Halogen 5 Credence Table DP -5 120 4 200 Incandescent door assembly. White finish. Impact -resistant frosted tARi11) 6 Altar DP 6 120 4 600 Incandescent :'��-' F7E Ledalite (Anil,) 7 Lectern DP -7 120 2 200 Incandescent Ceiling iARtii) - 8 Pulpit DP -8 120 2 200 Incandescent (ARi11) 9 Main Aisle DP -9 120 6 600 Incandescent _ Light Fixture Schedule Type Manufacturer Model No.La ops Lamp Type Volts Mounting Description Illustration ** Type Manufacturer Model No. No. Lamp Type Volts Mounting Description Illustration { Gotham ALED-35/10-4AR-120 4" recessed LED downlight (1000 lumens), Semi -specular Finefite HPR-2-1X4-DCO-1T5-120-SC-CI-PSI.0-EM 1'x4' fluorescent grid troffer with steel housing and hinged Lightolier reflector with clear trim. UL listed for damp locations. Mark Architectural door assembly. White finish. Impact -resistant frosted C1` Juno LED 13500°K 120 Recessed. :'��-' F7E Ledalite 1 ° F28T5I3500 K 120 Recessed Ceiling acrylic lenses. UL listed. Emergency battery pack. Ceiling Zumiobel Gotham ALED-35/10-4AR-120 4" recessed LED downlight (1000 lumens). Semi -specular Lithonia SP5-G-2-28T5-A12125-MVOLT-GEB10PS 1'x4' fluorescent grid troffer with steel housing and door Lightolier reflector with clear trim. UL listed for damp locations. Columbia frame. Baked white enamel finish. #12 pattern acrylic, rF- at 'C1D' Juno LED 13500°K 120 Recessed Dimming, g F8 Day -Brite 2 F28T5I3500° K 120 Recessed prismatic lens (.125" thick), UL listed. Ceiling "_ Lightolier Ceiling Williams d' Gotham ALED-35/14-6AR-120 6" recessed LED downlight (1400 lumens). Semi -specular Lithonia SP5-G-2-28T5-A12125.120-GEB10PS-EL14 1'x4' fluorescent grid troffer with steel housing and door Lightolier reflector with clear trim. UL listed for damp locations. Columbia frame, Baked white enamel finish. 412 pattern acrylic, aj 'C2' Juno LED / 3500°K 120 Recessed s F8E, Da -Brite Y 2 ° F28T5 / 3500 K 120 Recessed prismatic lens (,125" thick). UL listed. Emergency battery Ceiling ,� Lightolier Ceiling pack. Williams Gotham ALED-35/14-6AR-120 6" recessed LED downlight (1400 lumens). Semi -specular Insight Lighting PS6-05-RA(1)-T5HO-24W-2'-1.-W-DM 2' Architectural adjustable linear fluorescent luminaire. Lightolier reflector with clear trim. UL listed for damp locations. Pinnacle Aluminum housing and end caps. White finish. Dimming 'C2D' Juno3500'K LED ! 120 Recessed Dimming. g �- Fg, Elliptipar 3 ° F24T5H0 / 3000 K 120 Cove ballast, UL listed. Ceiling Winona Gotham ALE D-35/14-6AR- 1 20-ELR 6" recessed LED downlight (1400 lumens). Semi -specular Insight Lighting PS6-05-RA(1)-T5HO-39W-3'-1,-W-DM 3' Architectural adjustable linear fluorescent luminaire. Lightolier reflector with clear trim. UL listed for damp locations. Pinnacle Aluminum housing and end caps. White finish. Dimming r, 'C2E' Ju o Julio LED / 3500°K 120 Recessed Emergency batter pack. me g y y p 'Flo' Elliptipar 3 F39T5HO / 3000° K 120 Cove ballast, UL listed. . Ceiling Winona Gotham ALE D-35/14-6AR-120-SCA625D 6" recessed LED downlight (1400 lumens). Semi -specular Insight Lighting PS6-05-RA(1)-T5HO-54W-4'-1.-W-DM 4' Architectural adjustable linear fluorescent luminaire. Lightolier reflector with clear trim. UL listed for damp locations. Pinnacle Aluminum housing and end caps. White finish. Dimming C2S' JuneLED / 3500°K 120 Recessed Sloped ceiling adapter. �' `� F9. Elliptipar 3 F54T5H0 / 3000°K 120 Cove ballast. UL listed. z ,: Ceiling:�: ..� Winona Gotham ALE D-35/14-6AR- 1 20-ELR-SCA625 D 6" recessed LED downlight (1400 lumens). Semi -specular Kim Lighting CFL1-45LED120-xx-FH-CFL/xx-SM18/xx Exterior LED flood luminaire, Wide flood distribution. Lightolier reflector with clear trim. UL listed for damp locations. Fixed hood shielding for glare control. Stanchion mount. 'C2SE' LED 3500°K 120 Recessed Sloped ceiling adapter, Emergency battery pack, 'G1' LED 3500°K 120 GroundJuno UL listed for wet locations. Color selection by Architect, r Ceiling; Contractor Price: $550, 00 Each Gotham ALED-35/18-6AR-120 6" recessed LED downlight (1800 lumens). Semi -specular Manning LP-008-xx-10T150-120 9" quartz halogen cylinder. Aluminum housing. Color Lightolier reflector with clear trim. UL listed for damp locations. Gotham 150W, Quartz Pendant selection by Architect. C3 Juno LED ! 3500°K 120 Recessed _y , . n P1, Juno 1 T4 Mini Can 120 (Bottom of fixture Ceiling (rrobted) at+13'-0"A.F.F.) Note., Overall suspension lengths vary. Coordinate with = e structure and Architectural sections prior to ordering. -- . --- -Gotham Gotham ALED-35/18-6AR-120-ELR 6" recessed LED downlight (1800 lumens). Semi -specular Lithonia MRP-6000L-SR3-MVOLT-HS Post -top exterior LED area lighter with die-cast aluminum Lightolier reflector with clear trim. UL listed for damp locations. housing. MIRO finish, segmented reflector optical system. C3E' Jun LED ! 3500°K 120 Recessed Emergency battery pack. *'., - Si,o LED / 5700°K 208 Pole Segmented type III asymmetric distribution. 20' straight Ceiling round aluminum pole. UL listed for wet locations. Color selection by Architect. House shield "'. Contractor Price: $1,750.00 Each ERGO 34097.023 Small LED wall washer, Lithonia MRP-6000L-SR5-MVOLT Post -top exterior LED area lighter with die-cast aluminum housing. MIRO finish, segmented reflector optical system. C4 LED / 32.00°K 120. Surface S2' LED ! 5700°K 208 Pole Segmented type V symmetric distribution. 20' straight Ceilings ` round aluminum pole. UL listed for wet locations. Color selection by Architect. Contractor Price- $x,xxx.xx Each Contractor Price: $1,700.00 Each lamrnaaoSPole , Kurt Verson C7492 -SC Recessed directional incandescent downlight, Alzak ERGO 72013.000 Low voltage track lighting fixture. Cast aluminum Indy reflector. UL listed. "" cylindrical light head. Silver finish. Spot distribution (8 Rambusch Omega 1 250W. Quartz T4 Mini Can „-�,,,�) 120 Recessed Ceiling g. Ti' 1 100AR111 / SP8 120 Track f Contractor Price: $x,xxx.xx Each ERGO 34089.023 Small LED flood (spot distribution), ERGO 72013,000 Low voltage track lighting fixture. Cast aluminum .< cylindrical light head. Silver finish. Flood distribution (25°). C6' LED 3200°K 120 Surface Ceiling 72, 1 100AR111 / FL25 120 Track i Contractor Price. $x,xxx.xx Each Contractor Price: $x,xxx.xx Each Lithonia ELM2 Emergency lighting unit with adjustable optics. Sealed ERGO 72013.000 Low voltage track lighting fixture. Cast aluminum Chloride, Surface lead -calcium battery. White thermoplastic housing. UL cylindrical light head. Silver finish. Wide flood distribution 'EM' Dual Lite 2 5.4W. Krypton 120 Wall listed. 'T3' 1 100AR 111 ! WFL45 120 Track' (45°) Lightolier tdete� nl) (Bottom of fixture McPhilben at +8'-6" A.F,F.) Contractor Price: $x,xxx.xx Each Finelite HPR-2-2X2-DCO-2T5HO-120-SC-Ci-PS1.0 2'x2' fluorescent grid troffer with steel housing and hinged ERGO 7830x.000 Series Single circuit track. Silver finish. Mark Architectural door assembly. White finish. Impact -resistant frosted F1 2 F24T5H013500°K 120 Recessed acrylic lenses. UL listed. Y TR1 120 Surface Ceiling Z.umtlobef Ceiling Contractor Price- $x,xxx.xx Each Note: Refer to Lighting Plans tar track lengths. Finelite HPR-2-2X2-DCO-2T5HO-120-SC-CI-PSI.0-EM 2'x2' fluorescent grid troffer with steel housing and hinged ERGO 79038.000 Single circuit singlet. Black finish. Mark Architectural door assembly. White finish. Impact -resistant frosted 'F1 E' Ledalite 2 ° F24T5HOI3500 K 120 Recessed acrylic lenses. UL listed. Emergency battery pack. TR2 120 Surface Ceiling Zumiobel Ceiling Contractor Price. $x,xxx.xx Each Lithonia Z-2-28T5-Z5SMR46-MVOLT-GEB10PS Surface Fluorescent industrial fixture with steel housing and solid Lithonia N2S-28T5-120-GEB10PS 48" low -profile fluorescent under cabinet luminaire. Solid Columbia Ceiling / Chain reflector. Baked white enamel finish. UL listed, Healthcare Lighting front housing steel housing. Shatter resistant acrylic F2 Day -Brite 2 F28T5 13500°K 120 (Bottom of fixture 'UC1' Day -Brite 1 F28T5 / 3500°K 120 Under diffuser. UL listed, Lightoller at +9'-0" A.F.F, Lightolier Cabinet Williams unless otherwise Williams noted on plans) Pinnacle PLS-Q500T3-Y-120-1C-W Quartz halogen uplight. Aluminum housing with glass lens. Lithonia N2S-21T5-120-GEBi0PS 36" low -profile fluorescent under cabinet luminaire. Solid Elliptipar UL listed. w Healthcare Lighting front housing steel housing. Shatter resistant acrylic Insight Lighting 1 500W. Quartz 120 Cove , 'UC2` Da Brite Day -Brite 1 F21T5/3500°K 120 Under diffuser. UL listed. Times Square Lighting T3 RSC [ArchYleciurallt ht Imusin �) g s- 2..� Lightolier Cabinet - Winona Williams Insiaht Liahtina I PS6-05-TA/11-T5HO-24W-2'-1 -W 2' Architectural adiustable linear fluorescent luminaire. Lithonia I N2S-14T5-120-GFR10PS 24" low-nrofile flunrPGCPnt unriar cahinet luminaire Snlirl a W e ro ro U v ►d 2 L tl L • m v m W • U U 2 n Ilo1 Wall AC / �--------.. Switch Ballast / ` �-- Cross 'C6' type - - _ C4 v C E Test 1 type Tower light fixture - - -- Covered walkway i fixture U1 Switch roof j � � - — — - - _ structure � � � Emergency W Ballast Common �8 / / (Primary circuit only. Lamp leads not shown.) Electrical Symbols Legend - (Typical of 2) - E rrol Lighting htin 9 Fire and Communication cant.Connect-to Connect to nearest- v Ac Ballast 2'x4' fluorescent light fixture 2'x4' 1 Fire alarm strobe light, provide 4" square back box iglting exterior building lighting- I circuit at church building. �.--- Wall Z z7 I U Or 1'x4' fluorescent light fixture Fire alarm smoke detector, provide octagon back box �,. - .._ ,... C Test a U) Switch E z Emergency EM 1'x4' fluorescent light fixture with emergency battery backup (switched) EM � Fire alarm thermal detector, provide octagon back box, �w Floor W — Ballast r Z Common 2'x2' fluorescent light fixture Ob Fire alarm duct detector, provide octagon back box Uj (Primary circuit only. Lamp leads not shown.) 2'x2' fluorescent light fixture with emergency battery backup (switched) SEM RM Fire Alarm Relay Module, 4" square box with extension ring ALTERNATE A LIGHT FIXTURE W/Otw3"ATTERY Fluorescent industrial fight fixture F® Fire Alarm Control Panel 6 FIXTURE AIMING DETAIL W�2HT a �� � � �I�I� �1 5C E 1 �� T G LJ AAAllll'i1 AAAIAI No �c,��E AMB�wfA �zz No �GA�.e Wall mounted light fixture with emergency battery backup (non switched) EMS NL T.T.S. ®i Telephone Terminal Board C3 Uplighting fixture see light fixture schedule for lamp type A( Access Control Panel 6,-0, �. 3 _p Structure above Pendant cylinder light fixture o Y g security Control Panel SCP y -; i 73- T3 ,T1.; ; 'TR2' 71 'TR�t 2': j ® Downlight - see light fixture schedule for lamp type ( Card Reader provide deep single gang back box F6' F6' ; r Outlet box 0 LED downlight with emergency battery backup (switched) E Door Switch recessed in doors r � f g' -p^± South i'� ', : � Narthex wail -----'r / , and support Flexible rod by E.C. c. Exterior LED light fixture g Motion Detector provide single an back box ® p g gang conduit by E.C. { Site lighting fixture ��/ KP Key Pad provide deep single gang back box / I Ceiling T -bar Ceiling mounted exit sign{ Access Control request to exit motion detector provide single gang back box 'Wil 1' z $' = ) Ceiling g 0 Wall mounted exit sign Wall mounted emergency lighting unit � g Y g g IC Door Intercom provide single gang back box Door Intercom Master Station provide single an back box � P g gang t r � t W 1 �f���_' ;..� :- - = � �, / ( Lay -in type - fixture by E.C. Ceiling T -bar Lay -in type light fixture g Note.-- - pportUp r _ fixtures must supported SWItCiieS F - I independently rode endentl of ceiling system. U on Single pole switch ® Telecom Free Standing Equipment Rack, provided by telecom contractor 2 (Typical) (yp ) ; T , r _ ,. l written request to the engineer, other means of support will be considered for Wall mounted (2)data outlet faceplate, provide single gang deep back box with ) _ F approval, Support clips (4 fixture). $� Three-way 0 3/4"C" to above accessible ceiling U.N.O. 1W1' / per Plan View Like Caddy© lay -in and troffer light fixture support clips y switch TV Wall mounted (1)TV and (1)data outlet, provide single gang deep back box with 0 3!4"C" to above accessible ceiling U.N.O. r Four-way switch Wall mounted (1)data and (1)voice outlet, provide double gang deep back box with ® s TYPICAL Single pole key operated switch 3/4"C" to above accessible ceiling U.N.O. Ll Wall mounted (1)data, (1)voice, (1)custom 2 gang VGA and RCA outlet for future display device, (2)doubie deep back box with 3/4"C" to above A 11 QLAY--IN FL T��� provide gang accessible ceiling U.N.O. *; Existing NO SGALE Single pole switch with pilot light _ / relocated W Wall mounted phone outlet, provide single gang deep back box with 3/4"C" to above ® accessible ceiling U.N.O- mount at +48" above finished floor. — t _ . t stainless steel Cross ----� I Dimmer switch 2 Wall mounted (2)phone outlet, provide single gang deep back box with 3/4"C" to = F _ �� ( W1' 5 3 { Panel designation above accessible ceiling U.N,O. mount at +48" above finished floor. Ni Fusable switch 17 AP Ceiling mounted wireless access point data outlet c ,- i I I Ground conductors (/if used conductor(s) V ) Phase conductor(s) Switch with thermal overloads FB Floorbox W 1 � , . / Neutral conductor(s) Wall type occupancy sensor with manual override switch. Refer to Manufacturers instructions for exact installation requirements. CCTV Camera Switch le or Go-between Ceiling mounted, omni -directional type occupancy sensor (standard range). F '- Refer to Manufacturer's instructions for exact installation requirements. SR Sanctuary Room Sound Rack Ceiling mounted, omni -directional type occupancy sensor (extended range). Refer to Manufacturer's instructions for exact installation requirements. Fellowship Hall Sound Rack, provide 12"x12"x4" Nema enclosure mounted at "",I , _ s ( i — All conductors #t12 AWG AL1 1 s3,5 otherwise noted SR2 +24"a.f.f. _ I I Occupancy sensor manual override switch (less sensor)._ I All conduit 314" unless Refer to Manufacturer's instructions for exact installation requirements._' Mp1 Microphone Plate One, single gang plate mounted in floorbox provided by others r r otherwise noted � Keyed push button kill switch W1 Circuit No_ designation Mpg Microphone Plate Two, provide deep three gang back box mounted at +18'a.f.f. r 2 r� q ,W1, t x Notes: Disconnect switch MP3 Microphone Plate Three, provide deep three gang back box mounted at +18"a.f.f. ( ► Motor starter Custom Input Plate by A/V Contractor, provide a deep four gang back box w/2 gang L1 rin g - T-6..,{, (Typical) ��'� _ 30- I 7° . 1. #12 AWG is min. conductor size except as noted. 2. 3/4" conduit is min. Size except as capacity permitting 24 volt control conductors and switchlegs j� Combination motor starter/disconnects Circuiting - Floor _ l - may be in 1/2" size others as noted. 3. 1/2" is min. Flexsteel, Greenfield and Sealite size. Power �- ` Conduit system concealed above ceiling L • m v m W • U U 2 n C 1 3 1 1 -00 2 X"Domestic water serve. 4"Fire Dept. Extend to 5'-0" beyond ;' ` Connection. Extend bldg. line. See site utility to 5'-0" beyond bldg, plan for continuation. line. See site utility Ian for continuation. Gas service by � �. p E Fire Exte bldg 4"W plan IE=895,13' 1 Lines shown here 5 for clarity. Locate lines up in wall. General dotes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices, D, No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. m E Y W 9 2 co M m N co koo Ln 0 A M -60 Zin s L a- ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. GLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRAGK 150 LOBBY 2 AND STORAGE 1Oq GOATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 119 TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 GLA55ROOM 5 1G7 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR l 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-GOGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CL05ET 135 PRESCHOOL DIRECTOR'S 176 CL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM C 1 3 1 1 -00 2 X"Domestic water serve. 4"Fire Dept. Extend to 5'-0" beyond ;' ` Connection. Extend bldg. line. See site utility to 5'-0" beyond bldg, plan for continuation. line. See site utility Ian for continuation. Gas service by � �. p E Fire Exte bldg 4"W plan IE=895,13' 1 Lines shown here 5 for clarity. Locate lines up in wall. General dotes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices, D, No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. m E Y W 9 2 co M m N co koo Ln 0 A M -60 Zin s L a- 4 2"W 3 I *11 #1+,9 r 1, 110 -9 91I IN X"Domestic water serve. Ikk Extend to 5'-0" beyond bldg. line. See site utility plan for continuation. Gas service by local utility co. RPZBP v � < 2 1t Lines shown here 5 for clarity. Locate lines up in wall. 3 l 14"CW t ; FFE=899.25' j 6"W r4o 4"Fire Dept, Connection. Extend to 5'-0" beyond bldg. line. See site utility ►plan for continuation. 6"W 4"W up Fire Protection service.` Extend to 5' 0" beyond I/ bldg. line. See site utility'. N 4"W plan for continuation. 6"W Fire Protection2„W line. Size by 3°W FP Contractor, 2V ZZ3 4'.W up 6 2” C W 1i" HW 4 1"HWR ._ C -gam; 0 ®2psi_.. �... z„CW �2�' / f ►: 4"HW ,I ; AREA B UN 3"Grease 1� PLAN NORTH TRUE NORTH A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation, E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. atiV (D Provide 4"W up to water closet, Provide 2"W up to floor drain. OProvide 2"W/V up. 0 Provide 12"W/V up. Provide 4"W up to cleanout. QProvide 3"W up to mop sink, ( Provide 3"W up to floor sink. KEY PLAN, U Z C cc LU UJ Z W Z .r U cel p <fl C Z N C W � ZC. Vi ro UU o ti CC ii UJ 013 .- U ® C Z° � s 0 C J I G C) llqt Q J W a. cr- QZ C) ca c) a. L LLJU W WE U) Z < a W F— 04 C0 LIJ o � M �R. 2i3,�N *i,� ��. , •......• LJ ,•• t0 00 ., N g: '! �•••••••••••• Or yQ ►f' PR� 1,,,��� 0 S U w r= © w LY Q 2 0 BOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 C.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 11cl TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 IG5 FELLOWSHIP HALL -- 125 CLASSROOM G 166 PREP 1 .301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 lGB PREP 2 302 STAIR 1 129 FAMILY KITCHEN 16q WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 17G CLOSET 1G5 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G i.LA55ROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 4 2"W 3 I *11 #1+,9 r 1, 110 -9 91I IN X"Domestic water serve. Ikk Extend to 5'-0" beyond bldg. line. See site utility plan for continuation. Gas service by local utility co. RPZBP v � < 2 1t Lines shown here 5 for clarity. Locate lines up in wall. 3 l 14"CW t ; FFE=899.25' j 6"W r4o 4"Fire Dept, Connection. Extend to 5'-0" beyond bldg. line. See site utility ►plan for continuation. 6"W 4"W up Fire Protection service.` Extend to 5' 0" beyond I/ bldg. line. See site utility'. N 4"W plan for continuation. 6"W Fire Protection2„W line. Size by 3°W FP Contractor, 2V ZZ3 4'.W up 6 2” C W 1i" HW 4 1"HWR ._ C -gam; 0 ®2psi_.. �... z„CW �2�' / f ►: 4"HW ,I ; AREA B UN 3"Grease 1� PLAN NORTH TRUE NORTH A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation, E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. atiV (D Provide 4"W up to water closet, Provide 2"W up to floor drain. OProvide 2"W/V up. 0 Provide 12"W/V up. Provide 4"W up to cleanout. QProvide 3"W up to mop sink, ( Provide 3"W up to floor sink. KEY PLAN, U Z C cc LU UJ Z W Z .r U cel p <fl C Z N C W � ZC. Vi ro UU o ti CC ii UJ 013 .- U ® C Z° � s 0 C J I G C) llqt Q J W a. cr- QZ C) ca c) a. L LLJU W WE U) Z < a W F— 04 C0 LIJ o � M �R. 2i3,�N *i,� ��. , •......• LJ ,•• t0 00 ., N g: '! �•••••••••••• Or yQ ►f' PR� 1,,,��� 0 S U w r= © w LY Q 2 0 4"W up I - 5 2 ZZ 2„W o, 3 3"W _ ,i 3 2"W �W 3 3"W General Notes: A, All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply 4"W up 6 3"W upstops and code approved traps. Exposed piping shall be chrome :J plated. 3"CW &"HW 3 ` C. All plumbing fixtures shall be installed with approved backflow from below. prevention devices. 4 3 j"C W& "HW min. 18" cover. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations 7 —� 3 prior to piping installation. 3"Grease W E, Single runouts to plumbing fixtures shall be the same size as on the - plumbing fixture schedule unless otherwise noted. / - iW 4"Grease 12"Gre'ase 3 IE -895,05' T I F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 1/8' = 1'-0 Plan Votes: 0 Provide 4"W up to water closet Q2 Provide 2"W up to floor drain. Provide 2"W/V up. n4 Provide 1 j"W/V up. fD Provide 4"W up to cleanout. QProvide TW up to mop sink, L i�7 Provide 3"W up to floor sink. B PLAN NORTH TRUE NORTH KEY PLAN ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLASSROOM 3 104 STAIR 2 146 PA5TOR'5 OFFICE 212 C.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 109 GOATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC, MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLA55ROOM 4 168 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 169 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 GLO5ET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 139 PRE50HOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM 4"W up I - 5 2 ZZ 2„W o, 3 3"W _ ,i 3 2"W �W 3 3"W General Notes: A, All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply 4"W up 6 3"W upstops and code approved traps. Exposed piping shall be chrome :J plated. 3"CW &"HW 3 ` C. All plumbing fixtures shall be installed with approved backflow from below. prevention devices. 4 3 j"C W& "HW min. 18" cover. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations 7 —� 3 prior to piping installation. 3"Grease W E, Single runouts to plumbing fixtures shall be the same size as on the - plumbing fixture schedule unless otherwise noted. / - iW 4"Grease 12"Gre'ase 3 IE -895,05' T I F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 1/8' = 1'-0 Plan Votes: 0 Provide 4"W up to water closet Q2 Provide 2"W up to floor drain. Provide 2"W/V up. n4 Provide 1 j"W/V up. fD Provide 4"W up to cleanout. QProvide TW up to mop sink, L i�7 Provide 3"W up to floor sink. B PLAN NORTH TRUE NORTH KEY PLAN a FCU -137 N COND CONC U_ 41"C', cl. FCU -135 COND FCU -133 ' FCU -112 Gas meter {2,795,200 BU/h G Meter & at 2psi} by local utility co. RPZBP-A FPHB FPHB +24" +24" WHA -C _ C WC -1H WC -1H FDA 00 12"G ­­41FD-A 13[Jk' WC -1 WC -1 —O .-� FD -B 2„ CW C-1 H =CU -136 FD B UR -1H WC -1 FCU -128 FCU -126 D FCU -132 C C C A &"dawi „IC{W 1„W up 2"CW L -2H L 1H L 1H SK -1 p SK 1 rHW w SK 1 C ' C & down 1" HWR �+ �+ C L 1H L -1H C 1"HWR CO A q FCU -121 I & d wn W Mn CO-B � Set at 1 gpm FCU -102 COND D 0, EWC-1 H R' CW - SK -1 2"W u 12 C 1 HW p rr 1 12 C SK -1 1' HWR 3 2"W SK -1 & down 1-1"W down *Ehdown FCU -12I FCU -127 2"W down 3 W.JiC C 1 FCU -131 a. - 4 ,CW � 2"CW C HW 11" HW ... "CW FCU -129 1"HWR I® 1 �"G _ SK -2 l J12"W down Q-2ps+ G O i. CO -A FPHB FPHB i +24" +24" _ PLAN NORTH TRUE NORTH 2"CW, 1J"HW, 1"HWR, J"G down to below slab. 1J"G up, Lines shown here for clarity. Locate lines in wall.�01—/Z I 4� Ike � 0 Fire Protection Riser -2"V up, 4"W down I General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 0 Provide 4"W up to water closet. ( Provide 2"W up to floor drain. Provide 2"W/V up. Provide 11"W/V up. Provide 4"W up to cleanout. Provide 3"W up to mop sink. (7 Provide 3"W up to floor sink. OMount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P 14. GProvide waste and water connections from sink to dish washer. 10 2'G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. (31J"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting, See detail #6/P14, 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. 6 C BOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 W `rF1= AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRACK 153 SMALL CONFERENCE 218 CHRIST, ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITGHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 159 STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 1GO D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER 5ERVIGE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL -- 12G GLA55ROOM 6 1GG PREP 1 301 EAST ATTIC, MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE 128 GLA55ROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 16q WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 GL05ET 135 PRESCHOOL DIREGTOR'5 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1G8 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GROSS MOTOR 207 EAST CORRIDOR AGTIVITIE5 AREA 208 CHOIR ROOM a FCU -137 N COND CONC U_ 41"C', cl. FCU -135 COND FCU -133 ' FCU -112 Gas meter {2,795,200 BU/h G Meter & at 2psi} by local utility co. RPZBP-A FPHB FPHB +24" +24" WHA -C _ C WC -1H WC -1H FDA 00 12"G ­­41FD-A 13[Jk' WC -1 WC -1 —O .-� FD -B 2„ CW C-1 H =CU -136 FD B UR -1H WC -1 FCU -128 FCU -126 D FCU -132 C C C A &"dawi „IC{W 1„W up 2"CW L -2H L 1H L 1H SK -1 p SK 1 rHW w SK 1 C ' C & down 1" HWR �+ �+ C L 1H L -1H C 1"HWR CO A q FCU -121 I & d wn W Mn CO-B � Set at 1 gpm FCU -102 COND D 0, EWC-1 H R' CW - SK -1 2"W u 12 C 1 HW p rr 1 12 C SK -1 1' HWR 3 2"W SK -1 & down 1-1"W down *Ehdown FCU -12I FCU -127 2"W down 3 W.JiC C 1 FCU -131 a. - 4 ,CW � 2"CW C HW 11" HW ... "CW FCU -129 1"HWR I® 1 �"G _ SK -2 l J12"W down Q-2ps+ G O i. CO -A FPHB FPHB i +24" +24" _ PLAN NORTH TRUE NORTH 2"CW, 1J"HW, 1"HWR, J"G down to below slab. 1J"G up, Lines shown here for clarity. Locate lines in wall.�01—/Z I 4� Ike � 0 Fire Protection Riser -2"V up, 4"W down I General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 0 Provide 4"W up to water closet. ( Provide 2"W up to floor drain. Provide 2"W/V up. Provide 11"W/V up. Provide 4"W up to cleanout. Provide 3"W up to mop sink. (7 Provide 3"W up to floor sink. OMount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P 14. GProvide waste and water connections from sink to dish washer. 10 2'G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. (31J"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting, See detail #6/P14, 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. 6 C General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 0 Provide 4"W up to water closet. ( Provide 2"W up to floor drain. Provide 2"W/V up. Provide 11"W/V up. Provide 4"W up to cleanout. Provide 3"W up to mop sink. (7 Provide 3"W up to floor sink. OMount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P 14. GProvide waste and water connections from sink to dish washer. 10 2'G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. (31J"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting, See detail #6/P14, 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. 6 C E W W Z W . Z rr� U m 0) C) D co t0 d NCD Zo = W _ID M 'C iL �y V C3 3 ZU,,� L Q CC) *`V W Cl) 15 FZ W `rF1= ro a W 4i Z f N _ p_ r: r Q t'7 1t < Q Z a. Lii {� Co U_ 4J a Z CL ®laCie i tt� 5W 0 .0, cr rjLIJ W [1L j>> U_ L� WE {f, Z O LIJ 3'� �• i 'jJ Z �j �� c%s z 0 cn �J* CK cf) C� �r t C) O W 0 a <= w z 0- 0 Cn '114** � �7 G N` I � _ F FCU -112 Gas meter (2,795,200 BTU/h G at 2psi) by local utility co. Meter & RPZBP A O CO -A m FP HB +24" law - - 4"W down t Fire protection WC -1H law FD-AFire Protection from below to cr6 00 Riser f"G serve this wing. FD -B FD -A WC -1 2"CWC 1 FCU-153 1 L -1H H F U-1 FCU -1260 A C FCU 147 CL -1H 2"CW 2"W up C SK i 1 „HW L -2H & down j 1 "HWR v p CO A - O U 2" 17'C & d wn.,H, Set at 1 gpm FCU -102 FCU- u 46 D &down r O : SK --1 2"W up14..CW �.) ( MS -1 SK „HW 1 &down v 111 down 4 s bFCU -127 FCU -125 1 11. W 37,. HWR C C ( down 140 HW ---- - 2"V u Route 1' HWR' J G 2"CW 4 4"W down horizontal) in wall. 1"" HW 4 Set at .5 gpm 1 "HWR 111G - C-2pf; F� -10 -M6 1�"W downG ( 4 .-- 140' rs — — -- --- — 14(Y — 49 0R4k -2p4r C psi CO -A FPHB I +24" - - - _ Set at .5 gpm Zi-wolff-MUZZFA_ siiv PLAN NORTH TRUE NORTH General Notes A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 7 1 Z *4 0 Provide 4"W up to water closet. r'D Provide 2"W up to floor drain. OProvide 2"W/V up. O Provide 12�"W/v up. Provide 4"W up to cleanout. OProvide 3"W up to mop sink. (7 Provide 3"W up to floor sink. (D Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory, Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail 46/P14. V Provide waste and water connections from sink to dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 4"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sinks tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14, 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. KEY PLAN U Cn E LLJ a W Z W 0 M Z U I. - M J Y m m �N�pp N mo Z W M C LxL 0 3m_ U z(n y L �m W (1) C CC a W M Z`° co C7 d" Z CL LLJ rr Z � U � a L a. (g� ® J 04 5W 0 0 F - v W W W U) Z C5 W F_ LIL U) 44 LJLJ LO 4J 41 00 IV ti M <:'' �- Z.. CO O O PROr��'�,` rrnurr 6i Z 0 Lo U 0 UJ o r_ w o ROOM LEGEND 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15PI STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 125 CLASSROOM G 166 PREP 1 301 EAST ATTIC, MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECI fANICAL 130 STAIR 1 171 PORTE-GOGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC, SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM '114** � �7 G N` I � _ F FCU -112 Gas meter (2,795,200 BTU/h G at 2psi) by local utility co. Meter & RPZBP A O CO -A m FP HB +24" law - - 4"W down t Fire protection WC -1H law FD-AFire Protection from below to cr6 00 Riser f"G serve this wing. FD -B FD -A WC -1 2"CWC 1 FCU-153 1 L -1H H F U-1 FCU -1260 A C FCU 147 CL -1H 2"CW 2"W up C SK i 1 „HW L -2H & down j 1 "HWR v p CO A - O U 2" 17'C & d wn.,H, Set at 1 gpm FCU -102 FCU- u 46 D &down r O : SK --1 2"W up14..CW �.) ( MS -1 SK „HW 1 &down v 111 down 4 s bFCU -127 FCU -125 1 11. W 37,. HWR C C ( down 140 HW ---- - 2"V u Route 1' HWR' J G 2"CW 4 4"W down horizontal) in wall. 1"" HW 4 Set at .5 gpm 1 "HWR 111G - C-2pf; F� -10 -M6 1�"W downG ( 4 .-- 140' rs — — -- --- — 14(Y — 49 0R4k -2p4r C psi CO -A FPHB I +24" - - - _ Set at .5 gpm Zi-wolff-MUZZFA_ siiv PLAN NORTH TRUE NORTH General Notes A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 7 1 Z *4 0 Provide 4"W up to water closet. r'D Provide 2"W up to floor drain. OProvide 2"W/V up. O Provide 12�"W/v up. Provide 4"W up to cleanout. OProvide 3"W up to mop sink. (7 Provide 3"W up to floor sink. (D Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory, Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail 46/P14. V Provide waste and water connections from sink to dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 4"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sinks tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14, 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. KEY PLAN U Cn E LLJ a W Z W 0 M Z U I. - M J Y m m �N�pp N mo Z W M C LxL 0 3m_ U z(n y L �m W (1) C CC a W M Z`° co C7 d" Z CL LLJ rr Z � U � a L a. (g� ® J 04 5W 0 0 F - v W W W U) Z C5 W F_ LIL U) 44 LJLJ LO 4J 41 00 IV ti M <:'' �- Z.. CO O O PROr��'�,` rrnurr 6i Z 0 Lo U 0 UJ o r_ w o WC -1H FD -B UR -1H L -1H ® L -1H L 1H -- 2"W up UP �"Cond. 01 6 & down FCU -155 O _"C W FCU 102E j"Cond. 'Cond. 12"CW a"Cond. 3'Cond."HW FCU 164 — — — m 4"W up 1"Cond. O & n n 1"Cond. down _ n - E CO B WCONO COMM"CORD FSA down rt n 13 1"CW TW MS -1 3,HWr 4 Cond. a^utf ® O a"HWR 3 V11 a G a„Cond. J"140 -HW 6 3 I 10 FD -B SK - 4 Route 1�1"W 3'140°HWR – 2„W horizontally in wall G FCU -156 m FD -B®0 Set at .5 gpm D 4 _ e.. — _. — -- — — - — 140* — — 2"CW, 141"HW, 1"HWR,4,"G down to below slab. 2" CW 1;'i" HW, 1"HWR, j"140" HW, j"140°HWR, J"G up. 11 1 [ FS -A O CO -C AREA1/8"= 1* -0* 1 Locate garbage BOOM LEGEND FPHB , disposer in this 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRAGK 150 LOBBY 2 AND STORAGE 109 COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 GOATRAGK 153 SMALL CONFERENCE 218 CHR15T, ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL L013BY 225 STAIR 3 118 SACRISTY 159 STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 229 A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM G 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EA5T COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIREGTOR'5 17G CLOSET 1G5 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM WC -1H FD -B UR -1H L -1H ® L -1H L 1H -- 2"W up UP �"Cond. 01 6 & down FCU -155 O _"C W FCU 102E j"Cond. 'Cond. 12"CW a"Cond. 3'Cond."HW FCU 164 — — — m 4"W up 1"Cond. O & n n 1"Cond. down _ n - E CO B WCONO COMM"CORD FSA down rt n 13 1"CW TW MS -1 3,HWr 4 Cond. a^utf ® O a"HWR 3 V11 a G a„Cond. J"140 -HW 6 3 I 10 FD -B SK - 4 Route 1�1"W 3'140°HWR – 2„W horizontally in wall G FCU -156 m FD -B®0 Set at .5 gpm D 4 _ e.. — _. — -- — — - — 140* — — 2"CW, 141"HW, 1"HWR,4,"G down to below slab. 2" CW 1;'i" HW, 1"HWR, j"140" HW, j"140°HWR, J"G up. 11 1 [ FS -A O CO -C AREA1/8"= 1* -0* 1 Locate garbage FPHB , disposer in this +24„ i r _ bowl. 1� PLAN NORTH TRUE NORTH General motes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices, D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E- Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. Plan Notes: OProvide 4"W up to water closet. OProvide 2"W up to floor drain, OProvide 2"W/V up. GProvide 1"W/V up. ( Provide 4"W up to cleanout. OProvide 3"W up to mop sink. �7 Provide 3"W up to floor sink. OMount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lay's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. lJ Provide waste and water connections from sink to dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 J"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1 "Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. U Z tl) cc LULLJ a Z 0 W 0 M Z_ U M � M r g 6 O �!CD C\j C/) Z W CD C)�6 L 0CD _ m— s Ui� W .Cl) C w T LU co - a M 0 TZ s: 0 M C:) <I; Q Z j �/ a. W G ��pp++ Cr Z L.L_ 02 Co t� Z a. 0 LLlg� 04 : 0 4 LL. cr_ L1J LIJ®L LL LL. WE Uj V CCS C:) T_ LLjU LIJ n� I_J L (Q 8.3.. .` : CF) o • M Z%N�' Pyr � ••. � °� .+'•( %_� e: ti(� tii Z 0 cn qq- U 0 w F- w w ry 07 R 1/8' = 1'-0' PLAN NORTH TRUE NORTH General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E.. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 0Provide 4"W up to water closet. ( Provide 2"W up to floor drain. OProvide 2"W/V up. O Provide 1�"W/V up. OProvide 4`W up to cleanout. Provide 3"W up to mop sink. 0Provide 3"W up to floor sink. Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14, GProvide waste and water connections from sink to dish washer. 042"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 J"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. U ZT° W Z W y ro 110 M oCO cn J . m N ca Cn �o Z 11 D M '= LL 0 3 U- Zu,$ ro W °a h p co W ro a W U O Z L ® t._ N co O Q �< Z CL j� JJcc- Oz :3 LL j V Q a. Z cit 0II II I" O Z� O lig 3 0 0 W 8W� W U) �J S Z Q ® F- 0 O L1J © O ( C-> `V r ca 0 '' `" ? • O :tea o Z: 40 f'�'•,yor PR�� ,•�`` �ri�sE�+i�► cii Z 0 D �j 1 r� w >° 0 w cX < z cL cn ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLASSROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 1411 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 AND STORAGE 10q COATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHA5E 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 GHR15T, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5AGRI5TY 1514 STAIR 3 22G OFFICE 4 GHR15TIAN 11q TOILET 160 D15HWASHING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RI5ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 1G4 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 1G5 FELLOWSHIP HALL 12G CLASSROOM G 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 1G7 PLATFORM AND STORAGE 128 GLA55ROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC, MECHANICAL 130 STAIR 1 171 PORTE--GOCHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRE5CHOOL DIRECTOR'S 17G CLOSET 1G5 FELLOWSHIP HALL OFFICE -- 1GG PREP 1 13G CLASSROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1611 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM R 1/8' = 1'-0' PLAN NORTH TRUE NORTH General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E.. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 0Provide 4"W up to water closet. ( Provide 2"W up to floor drain. OProvide 2"W/V up. O Provide 1�"W/V up. OProvide 4`W up to cleanout. Provide 3"W up to mop sink. 0Provide 3"W up to floor sink. Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14, GProvide waste and water connections from sink to dish washer. 042"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 J"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. U ZT° W Z W y ro 110 M oCO cn J . m N ca Cn �o Z 11 D M '= LL 0 3 U- Zu,$ ro W °a h p co W ro a W U O Z L ® t._ N co O Q �< Z CL j� JJcc- Oz :3 LL j V Q a. Z cit 0II II I" O Z� O lig 3 0 0 W 8W� W U) �J S Z Q ® F- 0 O L1J © O ( C-> `V r ca 0 '' `" ? • O :tea o Z: 40 f'�'•,yor PR�� ,•�`` �ri�sE�+i�► cii Z 0 D �j 1 r� w >° 0 w cX < z cL cn Cond. own M. 2 2.,W Q down �/ o 2"W CO B LL clown -a u i 4"W Lip to 3 HW FCU -211 "Cond. 1„W v floor drain -MS "HWR FCU -220 CON' down 'Cond. 2 SK -1 12 I PCU2247J"Concl. "Cond O CON® i CO -B C0 -13i CQND WC -1H 1 W f SK 1 1 "Cond. down 1 "Cond. 12 L -3H 2” CW, 11' HW, 1"HWR,"140'HW, J"140'HWR, J"G down. 1/8' ® 1.--0` qu i-SWCU PLAN NORTH TRUE NORTH General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted, F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. Plan Notes: 0 Provide 4"W up to water closet. V Provide 2"W up to floor drain. O Provide 2"W/V up. LJ Provide 1?"W/V up. Provide 4"W up to cleanout. OProvide 3"W up to mop sink. Provide 3"W up to floor sink. (D Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P 14. GProvide waste and water connections from sink to dish washer. 10 j"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 i"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1"Condensate line down in wall, Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. U` Z C/) 'r cc W =T= W Z Z -> W Z ® U co eJ m N CO tl? mCM Z -' liJ 45 CN7 � LL Q v_ m- 3 LUN N _W o a LU 0 Z �y; U Ce) O Q Z )J z 2 r 0 LL © 0. Z 0 ® O 0 M� W J L` 0 UUi LIJ W U) W ca LLJ LIJ �3 lw} L (CQ 4 v • W • i W tw, M a s. a� o_6 "firZ ��{► 6 %1 •• Z •r 0�y�. ,0.1 r ..PRO,. �11711111111�, Z 0 Ln W rY cot� e� qq 0 U O WLJJ i— O w w CC Q S DOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 5EGRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q GOATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 DISHWASHING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLA55ROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC MEGHANIGAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTS-GOGHERE AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S, 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM Cond. own M. 2 2.,W Q down �/ o 2"W CO B LL clown -a u i 4"W Lip to 3 HW FCU -211 "Cond. 1„W v floor drain -MS "HWR FCU -220 CON' down 'Cond. 2 SK -1 12 I PCU2247J"Concl. "Cond O CON® i CO -B C0 -13i CQND WC -1H 1 W f SK 1 1 "Cond. down 1 "Cond. 12 L -3H 2” CW, 11' HW, 1"HWR,"140'HW, J"140'HWR, J"G down. 1/8' ® 1.--0` qu i-SWCU PLAN NORTH TRUE NORTH General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted, F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. Plan Notes: 0 Provide 4"W up to water closet. V Provide 2"W up to floor drain. O Provide 2"W/V up. LJ Provide 1?"W/V up. Provide 4"W up to cleanout. OProvide 3"W up to mop sink. Provide 3"W up to floor sink. (D Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P 14. GProvide waste and water connections from sink to dish washer. 10 j"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 11 i"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1"Condensate line down in wall, Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide 1" Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. U` Z C/) 'r cc W =T= W Z Z -> W Z ® U co eJ m N CO tl? mCM Z -' liJ 45 CN7 � LL Q v_ m- 3 LUN N _W o a LU 0 Z �y; U Ce) O Q Z )J z 2 r 0 LL © 0. Z 0 ® O 0 M� W J L` 0 UUi LIJ W U) W ca LLJ LIJ �3 lw} L (CQ 4 v • W • i W tw, M a s. a� o_6 "firZ ��{► 6 %1 •• Z •r 0�y�. ,0.1 r ..PRO,. �11711111111�, Z 0 Ln W rY cot� e� qq 0 U O WLJJ i— O w w CC Q S FCU -201 B 4"W down FCU -216 4„Gond. 11' Cw 4' W up to j'Cond. 1.2 "HW I -floor drain."HWR - MS -1 1„W ® FCU -220 CONO LU down 12 FCU -224 a J"Gond.— Cond. A CONO if CO -B 12,WSK 1 1"Cond. down ]P� "HW VC q"HWR R 11"m I HW, 1"HWR, 2"140"HW, j"140"HWR, �"G up. ,& 2"CW 1J"HW, 1"HWR, J"140`HW, 4a"140'HWR, J"G down. FCU -226 1/5' = 1.-0' FCU -229 1"Cond. a"Gond. CONO� 1 J"Cond.• FCU -228 it 2"W down PLAN NORTH TRUE NORTH A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. c. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 1 1t+i OProvide 4"W up to water closet. Provide 2"W up to floor drain. (D Provide 2"W/V up. 4 Provide 1�"W/V up. t� Provide 4"W up to cleanout. \:J Provide 3"W up to mop sink. i'D Provide 3"W up to floor sink. Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P 14. Provide waste and water connections from sink to dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 1 1 "Condensate line down in wall. Stub -out wall below lavatory/sink, Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide V Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. KEY PLAN U `L Z Cl) F W ; a W Z Z W Z Cl) (D `• U O) r — J N (6 fD L M Cn r ;n Z ry - 0,o W M L � L m Z(40 cn Cl) =" e 0 a W o _JM — v cc _= n • • • U d Q r�. - 2E O Z 4 0nn Z {. W5� _J 0 2 f� )J IrLL 1 070 .. J (D q a. _Z W 0 4�0 LL. 4 �l W cc W U) Z < ® �.- C.0 W w Ge o O OkCIO `t`,`�,titlllldldll,��I SIR. �,.� �, ....,• to m W CO0 111 F N • d I-'••• Z • Z YOr P10 '�ddldddlltll��,`, Z 0 L U � . L (10Q o ROOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 MALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 C.E. CLA55ROOM 3 104 STAIR 2 14G PASTOR'S OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 1OG ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 AND STORAGE 10q GOATRACK 151 LOBBY 1 21G WEST CORRIDOR 110 GOATRACK 152 STORAGE 217 LIBRARY 111 COATRAGK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G 5ANGTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 160 DI5HWA5HING EDUCATION 121 EAST CORRIDOR 1G1 EXIT 227 BRAILLE 122 WATER 5ERVIGE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 1G3 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLA55ROOM 7 1G5 FELLOWSHIP HALL -- 12G CLA55ROOM Gi 1GG PREP 1 301 EAST ATTIC MECHANICAL 127 CLASSROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 1G8 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 169 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CL05ET 135 PRESCHOOL DIRECTOR'S 17G CL05ET 1G-5 FELLOWSHIP HALL OFFICE 1GG PREP 1 13G CLA55ROOM 1 201 GALLERY 1G7 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 1108 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 139 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA 5TORAGE 20G CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM FCU -201 B 4"W down FCU -216 4„Gond. 11' Cw 4' W up to j'Cond. 1.2 "HW I -floor drain."HWR - MS -1 1„W ® FCU -220 CONO LU down 12 FCU -224 a J"Gond.— Cond. A CONO if CO -B 12,WSK 1 1"Cond. down ]P� "HW VC q"HWR R 11"m I HW, 1"HWR, 2"140"HW, j"140"HWR, �"G up. ,& 2"CW 1J"HW, 1"HWR, J"140`HW, 4a"140'HWR, J"G down. FCU -226 1/5' = 1.-0' FCU -229 1"Cond. a"Gond. CONO� 1 J"Cond.• FCU -228 it 2"W down PLAN NORTH TRUE NORTH A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. c. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. 1 1t+i OProvide 4"W up to water closet. Provide 2"W up to floor drain. (D Provide 2"W/V up. 4 Provide 1�"W/V up. t� Provide 4"W up to cleanout. \:J Provide 3"W up to mop sink. i'D Provide 3"W up to floor sink. Mount water heater above lavatory. Route T&P discharge pipe down in wall behind lavatory. Stub -out wall below lavatory. Connect to lav's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P 14. Provide waste and water connections from sink to dish washer. 10 J"G to serve cooking equipment. Connect automatic gas shut-off valve to hood's fire suppression system. Provide ventless gas pressure regulator to reduce from 2psi to cooking equipment mfgr's recommendations. 1 1 "Condensate line down in wall. Stub -out wall below lavatory/sink, Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #6/P14. 12 1"Condensate line down in wall. Stub -out wall below lavatory/sink. Connect to lav/sink's tailpiece, upstream of p -trap, using a pre -manufactured fitting. See detail #7/P14. 13 Provide V Condensate line down to +2" above rim of mop sink. Hold line as tight to wall as practical. KEY PLAN U `L Z Cl) F W ; a W Z Z W Z Cl) (D `• U O) r — J N (6 fD L M Cn r ;n Z ry - 0,o W M L � L m Z(40 cn Cl) =" e 0 a W o _JM — v cc _= n • • • U d Q r�. - 2E O Z 4 0nn Z {. W5� _J 0 2 f� )J IrLL 1 070 .. J (D q a. _Z W 0 4�0 LL. 4 �l W cc W U) Z < ® �.- C.0 W w Ge o O OkCIO `t`,`�,titlllldldll,��I SIR. �,.� �, ....,• to m W CO0 111 F N • d I-'••• Z • Z YOr P10 '�ddldddlltll��,`, Z 0 L U � . L (10Q o !i Air Compressor to serve dry -pipe fire protection for this wind in this location. See mechanical ROOM LEGEND Z 101 VESTIBULE 143 EXIT 209 TOILET 102 NARTHEX 144 HALL .210 G.E. CLASSROOM 2 103 COFFEE 145 OFFICE 2 211 C.E, CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 COATRACK 149 WORK ROOM 215 EAST ATTIC MECHANICAL 108 COATRACK 150 LOBBY 2 LU W J AND STORAGE 10q COATRACK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED, STORAGE 112 ELECTRICAL ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 W W FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL �► LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHR15TIAN 11q TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 1G2 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER RISER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET Wrr STORAGE 230 ADULT CLASSROOM 2 124 NURSERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-GOCHERE CID2` a AND STORAGE 131 CLASSROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 GLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CL05ET 135 PRESCHOOL DIRECTOR'S 176 CL05ET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL LAJ 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM !i Air Compressor to serve dry -pipe fire protection for this wind in this location. See mechanical plans and details Z for connection to, - FCU 301 hydronic system.' cc ,= 4"Coad. n m W a m m m Z 103 1"CW from below FD -A m ..,, �..,�, J"Coad. CO-BLLI Zroco U RPZBP-B a) a) down to - - 1j"G Z o CO M ili s Z .`s W c� m V o� �� U- floor drain, (tyP of 6)G 1"G,. 1"G 2'G 2"G 2p"' G L 271 G 11"G from below Gas pressure regulator. Reduce from 2 psi to boiler LU W J mfgr's recommended gas o �� c� pressure (2,394,000 BTU) I PLAN NORTH TRUE NORTH General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G, Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. U Z cc ,= W a W Z Z ;= W A Zroco U a) a) _ F- - Z o CO M ili s Z .`s W c� m V o� �� U- O m E- (n LU W J o �� c� C1C - W_ — U O _ = U O N - co 0 'Q 2 e-1 0 Z W W rr CL � U W (5 4 �► Z ®n :3 J � V Lii et Wrr W U) Z 0 r rJ LIJ M CID2` a `° ,0 i odd 6 Qa 3 'V` PRo Z 0 (% 0 CL. LAJ Q F-- LLJ Z Locate sprinkler ' main in this location. See sections #1/M27 & #2/M27. Sprinkler branch piping to be located between the structural members. Air Compressor to serve dry -pipe fire protection for this wing in this location. AHU-1 FD -A Carefully coordinate sprinkler head locations with lighting and HVAC equipment. Locations of sprinkler heads to be consistent on each side of ridge, W Locate sprinkler main in this location. See sections I #1/M27 & #2/M27. Sprinkler branch piping to be located E between the structural members. Air Compressor to serve dry -pipe fire protection for this wing in this location. AHU-2 FD -A W H -A a" G Gas pressure regulator. 04 (typ of 2) Reduce from 2 psi to water WHA 1..0 heater mfgr's recommended gas pressure (300,000 BTU) See mechanicalFD C plans and details i"Cond. ����� for connection to down to floor drain.—_—_, D hydronic system. Water FCU -303 softener � s., `n cD 1"CW from lf I ocation ? _ 1z"CW, 12 HW, n m m below 1"HWR,4"140°HW, 2" V dow 4"VTR - MAI F 1/5' = 1'--0" Im P1 15HIAffm PLAN NORTH TRUE NORTH General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B, All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. U ROOM LEGEND Z 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212. C.E. CLASSROOM 1 105 ELEVATOR MACHINE ROOM 147 SECRETARY'S OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRACK 150 LOBBY 2 MLU - AND STORAGE 10q GOATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 COATRACK 152 STORAGE 217 LIBRARY 111 GOATRAGK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL co ROOM 21q WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 SERVER 155 WOMEN Q ROOM 113A CHASE 156 KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 JIr FOOD PANTRY 222 CHRIST. ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 116 SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 SACRISTY 15q STAIR 3 226 OFFICE 4 CHRISTIAN 11q TOILET 160 D15HWA51111NG EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR SPRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET LIJ STORAGE 230 ADULT CLASSROOM 2 124 NUR5ERY 164 WEST CORRIDOR 231 JANITOR 125 CLASSROOM 7 165 FELLOWSHIP HALL -- 126 CLASSROOM 6 166 PREP 1 301 EAST ATTIC MECHANICAL 127 GLA55ROOM 5 167 PLATFORM U) AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 129 FAMILY KITCHEN 1Gq WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE La = AND STORAGE 131 CLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLASSROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CLOSET 165 FELLOWSHIP HALL OFFICE -- 166 PREP 1 136 CLASSROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 1Gq VESTIBULE 1301 PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MECHANICAL 141 GMA STORAGE 206 CHOIR o 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM Locate sprinkler ' main in this location. See sections #1/M27 & #2/M27. Sprinkler branch piping to be located between the structural members. Air Compressor to serve dry -pipe fire protection for this wing in this location. AHU-1 FD -A Carefully coordinate sprinkler head locations with lighting and HVAC equipment. Locations of sprinkler heads to be consistent on each side of ridge, W Locate sprinkler main in this location. See sections I #1/M27 & #2/M27. Sprinkler branch piping to be located E between the structural members. Air Compressor to serve dry -pipe fire protection for this wing in this location. AHU-2 FD -A W H -A a" G Gas pressure regulator. 04 (typ of 2) Reduce from 2 psi to water WHA 1..0 heater mfgr's recommended gas pressure (300,000 BTU) See mechanicalFD C plans and details i"Cond. ����� for connection to down to floor drain.—_—_, D hydronic system. Water FCU -303 softener � s., `n cD 1"CW from lf I ocation ? _ 1z"CW, 12 HW, n m m below 1"HWR,4"140°HW, 2" V dow 4"VTR - MAI F 1/5' = 1'--0" Im P1 15HIAffm PLAN NORTH TRUE NORTH General Notes: A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B, All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F. Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. U Z Cn E UJ W Z Z W =: Z V "tl7 co co co ,.., W oco GV W co Ui '�t h Z - UJ a DC m M _ Ci � m- W :r �n MLU - W U 0 Z ro U co Q W __j LL! 44 75 JIr CL< 0 U 0 LL Q 00 J J 0. Z t 1 U 3 F— LIJ LIJ W U) Z pp��� LL J = ® CV 0 0 F_ U) LIJ C:> �Q Lo 1 LJ L. ce) SR. 00 La = F ' CO •— D �' O vi Z d Ln L J* t� e� a� 1 U 0LAJ� o L X 0- a 0 _r rn t�. I `i 2"V down, 4"VTR Air Compressor to serve dry -pipe fire protection for this wing in this location. _ AHU-2 MAU-2 FD -A FD -A WHA 0(�1 4G Gas pressure regulator. 1 (typ of 2) Reduce from 2 psi to water WH -A 1 "G heater mfgr's recommended gas pressure (300,000 BTU) down to floor drain.® -'"' COND AHU-3 Water FCU 303 softener / f i 11"CW, 11"HW, FD -A location _ / 1 1"HWR, 4"1400HW, 1 N� J"140°HWR,"G. .' See detail #1/P 14, 1"CW 12" HW, 1"HWR, 4"140'HW, i"140'HWR, X"G down. r PU TRUE NORTH General Notes. A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F, Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. KEY PLAN � 5 W'<' a W tL Z W ZCO L L) � �- J. m �W u C/1 V Z ` w _CDM -0- Z Z W s C� CC ca UJ in U Z Zi U co d' Q Q L W ZI Z W rr CL 07 LL Z Q 03 Z 0 vW Z � � ae QF- F_ F_ LIJ 0 Fo- � ce) ,R 00•''.. 21 v; `�• J= W 0 PRQ�``,, Z 0 a NJ t U W F- 3 6i W 0 w 0! Q Z a a cn BOOM LEGEND 101 VESTIBULE 143 EXIT 20q TOILET 102 NARTHEX 144 HALL 210 G.E. CLA55ROOM 2 103 COFFEE 145 OFFICE 2 211 G.E. CLA55ROOM 3 104 STAIR 2 146 PASTOR'S OFFICE 212 G.E. CLA55ROOM 1 105 ELEVATOR MACHINE ROOM 147 5ECRETARY'5 OFFICE 213 TEEN AREA 106 ELEV 148 OFFICE 1 214 STAIR 1 107 GOATRACK 14q WORK ROOM 215 EAST ATTIC MECHANICAL 108 GOATRAGK 150 LOBBY 2 AND STORAGE 10q GOATRAGK 151 LOBBY 1 216 WEST CORRIDOR 110 GOATRAGK 152 STORAGE 217 LIBRARY 111 COATRACK 153 SMALL CONFERENCE 218 CHRIST. ED. STORAGE 112 ELECTRICAL ROOM 219 WORK ROOM 112A CHASE 154 JANITOR 220 LARGE CONFERENCE 113 5ERVER 155 WOMEN ROOM 113A CHASE 15G KITCHEN STORAGE AND 221 WOMEN 114 STAIR 4 FOOD PANTRY 222 CHRIST, ED. STORAGE 115 STAIR 5 157 MEN 223 MEN 11G SANCTUARY 158 FOOD PANTRY CUSTOMER 224 OFFICE 3 GODLY PLAY 117 CHANCEL LOBBY 225 STAIR 3 118 5ACR15TY 159 STAIR 3 22G OFFICE 4 CHRISTIAN 11q TOILET 160 D15HWA5HING EDUCATION 121 EAST CORRIDOR 161 EXIT 227 BRAILLE 122 WATER SERVICE AND 162 KITCHEN 228 OFFICE 5 CANTOR 5PRINKLER R15ER 163 CHAIR AND TABLE 22q A/V CONTROL ROOM 123 TOILET STORAGE 230 ADULT GLA55ROOM 2 124 NURSERY 164 WEST GORRIDOR 231 JANITOR 125 CLA55ROOM 7 165 FELLOWSHIP HALL -- 126 GLA55ROOM 6 166 PREP 1 301 EAST ATTIC, MECHANICAL 127 CLA55ROOM 5 167 PLATFORM AND STORAGE 128 CLASSROOM 4 168 PREP 2 302 STAIR 1 12q FAMILY KITCHEN 169 WEST VESTIBULE 303 WEST ATTIC MECHANICAL 130 STAIR 1 171 PORTE-COCHERE AND STORAGE 131 GLA55ROOM 3 172 BELL TOWER 304 STAIR 3 132 GIRLS 173 EAST COVERED WALKWAY 133 CLA55ROOM 2 174 WEST COVERED WALKWAY ALTERNATE ROOM NAMES 134 BOYS 175 CLOSET 135 PRESCHOOL DIRECTOR'S 176 CL05ET 165 FELLOWSHIP HALL OFFICE 166 PREP 1 13G CLA55ROOM 1 201 GALLERY 167 PLATFORM 137 PRESCHOOL LOBBY 202 STAIR 2 168 PREP 2 138 WORK ROOM 203 PIPE ORGAN CASE 169 VESTIBULE 13q PRESCHOOL VESTIBULE 204 MECHANICAL 170 REAR HALL 140 ELECTRIC SERVICE 205 MEGHANIGAL 141 GMA STORAGE 206 CHOIR 142 GRO55 MOTOR 207 EAST CORRIDOR ACTIVITIES AREA 208 CHOIR ROOM t�. I `i 2"V down, 4"VTR Air Compressor to serve dry -pipe fire protection for this wing in this location. _ AHU-2 MAU-2 FD -A FD -A WHA 0(�1 4G Gas pressure regulator. 1 (typ of 2) Reduce from 2 psi to water WH -A 1 "G heater mfgr's recommended gas pressure (300,000 BTU) down to floor drain.® -'"' COND AHU-3 Water FCU 303 softener / f i 11"CW, 11"HW, FD -A location _ / 1 1"HWR, 4"1400HW, 1 N� J"140°HWR,"G. .' See detail #1/P 14, 1"CW 12" HW, 1"HWR, 4"140'HW, i"140'HWR, X"G down. r PU TRUE NORTH General Notes. A. All work shall comply with all national, state, local codes and ordinances pertaining to the work in this project. B. All plumbing fixtures shall be supplied with individual water supply stops and code approved traps. Exposed piping shall be chrome plated. C. All plumbing fixtures shall be installed with approved backflow prevention devices. D. No piping shall pass directly over electrical power distribution cabinets, panelboards, etc. Contractor to coordinate panel locations prior to piping installation. E. Single runouts to plumbing fixtures shall be the same size as on the plumbing fixture schedule unless otherwise noted. F, Horizontal venting is not shown on this plan for the sake of clarity. Provide a complete venting system in accordance with code. G. Concealed gas piping shall be constructed in accordance with code without unions, tubing fittings or running threads. KEY PLAN � 5 W'<' a W tL Z W ZCO L L) � �- J. m �W u C/1 V Z ` w _CDM -0- Z Z W s C� CC ca UJ in U Z Zi U co d' Q Q L W ZI Z W rr CL 07 LL Z Q 03 Z 0 vW Z � � ae QF- F_ F_ LIJ 0 Fo- � ce) ,R 00•''.. 21 v; `�• J= W 0 PRQ�``,, Z 0 a NJ t U W F- 3 6i W 0 w 0! Q Z a a cn Water Hammer Arrestor Schedule MARK I.P.S. F,U, RATING J.R. SMITH NO, WADE NO. ZURN NO, REMARKS A 3/4" 1 - 11 5005 W-5 100 P.D.I. CERTIFIED B 1" 12-32 5010 W-10 200 P.D.i, CERTIFIED C 1" 33-60 5020 W-20 300 P.D.I. CERTIFIED D 1^ 61 - 113 5030 W-50 400 p,D,l. CERTIFIED E 1" 114-154 5040 W-75 500 P.D.I. CERTIFIED F 1" 155-330 5050 W-100 600 P.D.I. CERTIFIED NOTE: Locate water hammer arrestor in an accessible location, above finished ceiling. GREASE INTERCEPTOR - Reinforced concrete, 1,000 gallon GI -A capacity, structurally suitable for earth cover of 10ft. with an H-20 6 4 HARTFORD CONCRETE #2 COMPARTMENT; 1,000 GAL. truck loading. MOP SINK - Floor mounted, 24" X 24", molded stone, Provide FIAT #MSB-2424,#145366,#MSG2424 SWAN, MUSTEE, STERN WILLIAMS MS t hose with hanger, mop hook, service faucet with vacuum breaker, 3 3 2 FIAT #832AA,#889CC p -trap, ss strainer, ss wall guards. Seal at wall. SPEAKMAN #SC -5814 CHICAGO, ZURN, SLOAN PLUMBING SYMBOLS AND ABBREVIATIONS Plumbing Fixture Schedule � Storm sewer below grade or slat) (S) Mark No. Description Pipe Connections (in) Similar and Equal to Acceptable Manufacturers "` Pitch pipe down in direction of arrow F HW CW W V GREASE Grease waste (Grease) ® — Cold water piping (CW) AMERICAN STANDARD #3451.128 KOHLER, ZURN HOSE BIBB — ... Hot water piping (HW) BOCK, LOCHINVAR, RHEEM, STATE HD HUB DRAIN WC -1 WATER CLOSET - 1.28 GPF, Vitreous china, floor mid., siphon jet, elongated bowl. Battery operated, automatic, top spud, flush valve. Open front seat less cover. Chrome plated brass supply. 180GPH recovery @ 100'F rise, 150,000 BTUH. 1 4 2 SEAT: CENTOCO #1500STSCC FLUSH VALVE: SLOAN ROYAL OPTIMA SMO #111-1.28 OLSONITE, BENEKE, CHURCH ZURN MS MOP SINK ------------------------- Vent piping (V) WC -1 H WATER CLOSET - 1.28 GPF, Vitreous china, floor mid„ siphon jet, elongated bowl. Battery operated, automatic, top spud, flush valve. Oen front seat less cover. Chrome lated brass supply. I Flush Open p pp y ROOF DRAIN 1 4 2 AMERICAN STANDARD #3461.128 SEAT: CENTOCO #1500STSCC FLUSH VALVE: KOHLER, ZURN OLSONITE, BENEKE, CHURCH Sanitary above grade or slab (W) UR URINAL handle to be on wide side of stall. Freeze proof hose bibb (FPHB) VTR VENT THRU ROOF SLOAN ROYAL OPTIMA SMO #111-1,28 ZURN WC UR -1H URINAL - Vitreous china, wall hung, siphon jet. Wall carrier. Chrome plated brass supply. Battery powered, automatic, top spud flush valve. Mount @ 17" A.F.F. to suit ADA Floor sink (FS) 2 12 AMERICAN STANDARD #3541.132 FLUSH VALVE: SLOAN ROYAL OPTIMA SMO #186-1 KOHLER, ZURN ZURN — ®—v -- — L -1H LAVATORY - Vitreous china, undermount, Automatic battery owered faucet, flat late strainer, cast brass tra w/ co., loose Icey sp tops, chrome plated supplies, offset tailpiece and protective 2 2 12 1a AMERICAN STANDARD #0455.22 i US FAUCET: CHICAGO #i 16,222.AB.1 KOHLER, ZURN SLOAN, ZURN, T&S a •a Gas shutoff valve in pipe back, stainless steel housing. SIZE SIZE m covering like lavguard. a �®p 90' Elbow up (rise in pipe) RECIRCULATING PUMP - Automatic, variable speed, night set LINE LINE Vertical pipe drop out of bottom of horizontal pipe GRUNDFOS #MAGNA .m-- Vertical pipe rise out of top of horizontal pipe RPB back, stainless steel housing. 0 c Clean out in floor (CO) L -2H LAVATORY - Vitreous china, undermount, faucet on 8" centers, flat plate strainer, cast brass trap w/ co., loose key stops, chrome plated supplies, offset tailpiece and protective covering like lavguard, 2 2 12 iq AMERICAN STANDARD #0455.221 US FAUCET: CHICAGO #404A-390 KOHLER, ZURN ZURN, T&S NOTE: SOME SYMBOLS MAY NOT BE USED. LAVATORY - Vitreous china, wall hung, faucet on 8" centers, flat - BRADFORD WHITE #LD-WH2OL3 RHEEM, STATE, A.O. SMITH AMERICAN STANDARD #0356.037 KOHLER, ZURN watt element, 120V., 10, energy saver. L -3H plate strainer, cast brass trap with co„ loose key stops, chrome plated supplies, concealed arm support, offset tailpiece & protective 2 2 12 1 FAUCET: CHICAGO #404A-390 ZURN, T&S LAWLER #61-i5 LEONARD, SYMMONS, BRADLEY covering like lavgard, Mount g34" to rim, to suit ADA. MV -B pressure compensated. Provide with unions, check stops, shut off SINK - Cabinet mounted, self -rimming, 18GA, stainless steel, 1 bowl, JUST#SL-1815-A-GR ELKAY, FRANKS SK 1 Bucket strainer. Cast brass p -trap w/co., loose key stops, and chrome plated supplies. Gooseneck faucet on 8" centers. z 2 1� 12 FAUCET: CHICAGO #201 A-GN2A-E3-390 ZURN, T&S ZURN #ZN-415-6E, #Z-1000 J.R. SMITH, JOSAM, WATTS, MIFAB SK -2 SINK - Cabinet mounted, self -rimming, stainless steel 18GA., two bowl, bucket strainer, Swivel spout single lever faucet set. Cast brass p -trap w/ co, loose Ivey stops and chrome plated supplies. funnel. Provide with deep seal p -trap. JUST #DL -2133 -A -GR FAUCET: CHICAGO #201 A-GN8A-E3-390 ELKAY, FRANKE ZURN, T&S FD -B FLOOR DRAIN - Cast iron, nickel bronze round flat strainer. SK -3 SINK - Cabinet mounted, self -rimming, stainless steel 18GA., two bowl, bucket strainer. Swivel spout single lever faucet set. Cast brass p -trap w/ co, loose key stops and chrome plated supplies. 2 12 12 JUST #DL -2233 -A -GR FAUCET: CHICAGO #2300-8 ELKAY, FRANKE ZURN, T&S Provide with deep seal p -trap. SK -4 SINK - Cabinet mounted, self -rimming, 18GA. stainless steel, 1 deep bowl, bucket strainer. Cast brass p -trap w/co„ loose key stops, and chrome plated supplies. Gooseneck faucet on 2 12 12 JUST #SLX-2231-A-GR FAUCET: CHICAGO #201 A-GNSA-E3-390 ELKAY, FRANKE ZURN, T&S FD -C FLOOR DRAIN - Cast iron, nickel bronze round flat strainer, 4"0 4 8" centers, ZURN #ZN-415-6E, #Z-1000 J.R. SMITH, JOSAM, WATTS, MIFAB funnel, Provide with deep seal p -trap. SINK - Cabinet mounted, undermount, 18GA. stainless steel, 1 bowl, JUST #US -1818-A ELKAY, FRANKE 3 - ZURN #ZN-1900-3-23, #Z-1000 J.R. SMITH, JOSAM, WATTS SK -5 bucket strainer. Cast brass p -trap wlco., loose key stops, and 2 12 i7 FAUCET, GREASE INTERCEPTOR - Reinforced concrete, 1,000 gallon GI -A capacity, structurally suitable for earth cover of 10ft. with an H-20 6 4 HARTFORD CONCRETE #2 COMPARTMENT; 1,000 GAL. truck loading. MOP SINK - Floor mounted, 24" X 24", molded stone, Provide FIAT #MSB-2424,#145366,#MSG2424 SWAN, MUSTEE, STERN WILLIAMS MS t hose with hanger, mop hook, service faucet with vacuum breaker, 3 3 2 FIAT #832AA,#889CC p -trap, ss strainer, ss wall guards. Seal at wall. SPEAKMAN #SC -5814 CHICAGO, ZURN, SLOAN PLUMBING SYMBOLS AND ABBREVIATIONS chrome plated supplies, Gooseneck faucet on 8" centers. � Storm sewer below grade or slat) (S) WHA -- — Water hammer arrestor (WHA) F Storm sewer above grade or slab (S) "` Pitch pipe down in direction of arrow F Fire protection (FP) — — Arrow indicates direction of flow GREASE Grease waste (Grease) ® — Cold water piping (CW) 12 HB HOSE BIBB — ... Hot water piping (HW) BOCK, LOCHINVAR, RHEEM, STATE HD HUB DRAIN — — Hot water return piping (HWR) 180GPH recovery @ 100'F rise, 150,000 BTUH. LV LAVATORY G Gas piping (G) MS MOP SINK ------------------------- Vent piping (V) RD ROOF DRAIN Sanitary below grade or slab (W) LEONARD, SYMMONS, BRADLEY SK SINK Sanitary above grade or slab (W) UR URINAL .� Freeze proof hose bibb (FPHB) VTR VENT THRU ROOF ® Floor drain (FD) WC WATER CLOSET ® Floor sink (FS) WH WATER HEATER — ----- Shutoff valve in pipe — ®—v -- — Balancing valve LINE LINE Check valve in pipe a •a Gas shutoff valve in pipe back, stainless steel housing. SIZE SIZE m 900 Elbow down (drop in pipe) a �®p 90' Elbow up (rise in pipe) RECIRCULATING PUMP - Automatic, variable speed, night set LINE LINE Vertical pipe drop out of bottom of horizontal pipe GRUNDFOS #MAGNA .m-- Vertical pipe rise out of top of horizontal pipe RPB back, stainless steel housing. 0 c Clean out in floor (CO) �1 CCS Horizontal clean out (CO) WH -B NOTE: SOME SYMBOLS MAY NOT BE USED. Connection to existing utility GREASE INTERCEPTOR - Reinforced concrete, 1,000 gallon GI -A capacity, structurally suitable for earth cover of 10ft. with an H-20 6 4 HARTFORD CONCRETE #2 COMPARTMENT; 1,000 GAL. truck loading. MOP SINK - Floor mounted, 24" X 24", molded stone, Provide FIAT #MSB-2424,#145366,#MSG2424 SWAN, MUSTEE, STERN WILLIAMS MS t hose with hanger, mop hook, service faucet with vacuum breaker, 3 3 2 FIAT #832AA,#889CC p -trap, ss strainer, ss wall guards. Seal at wall. SPEAKMAN #SC -5814 CHICAGO, ZURN, SLOAN chrome plated supplies, Gooseneck faucet on 8" centers. CHICAGO #201 A-GN2A-E3-390 ZURN, I F-1 FAUCET - Pre -rinse spray faucet, secondary spout, lever handles.1 CHICAGO #923-LHC613ACP ZURN, T&S WH -A WATER HEATER - Gas, high efficiency, 100 gal storage tank, 12 i2 (2) 3 BRADFORD WHITE #EF -60T -150E -3N BOCK, LOCHINVAR, RHEEM, STATE 180GPH recovery @ 100'F rise, 150,000 BTUH. MIXING VALVE - Thermostatically controlled, temperature and LAWLER #86208 LEONARD, SYMMONS, BRADLEY MV -A pressure compensated. Provide with unions, check stops, shut off valve & thermometer. RPA RECIRCULATING PUMP - Automatic, variable speed, night set LINE LINE GRUNDFOS #MAGNA back, stainless steel housing. SIZE SIZE RECIRCULATING PUMP - Automatic, variable speed, night set LINE LINE GRUNDFOS #MAGNA RPB back, stainless steel housing. SIZE SIZE WH -B WATER HEATER - Electric, shelf mounted, 19 gal. storage, 2000 - BRADFORD WHITE #LD-WH2OL3 RHEEM, STATE, A.O. SMITH watt element, 120V., 10, energy saver. MIXING VALVE - Thermostatically controlled, temperature and LAWLER #61-i5 LEONARD, SYMMONS, BRADLEY MV -B pressure compensated. Provide with unions, check stops, shut off valve & thermometer. FD -A FLOOR DRAIN - Cast iron, nickel bronze round flat strainer, TO 2 ZURN #ZN-415-6E, #Z-1000 J.R. SMITH, JOSAM, WATTS, MIFAB funnel. Provide with deep seal p -trap. FD -B FLOOR DRAIN - Cast iron, nickel bronze round flat strainer. 2 ZURN #ZN-415-6B, #Z-1000 J.R. SMITH, JOSAM, WATTS, MIFAB Provide with deep seal p -trap. FD -C FLOOR DRAIN - Cast iron, nickel bronze round flat strainer, 4"0 4 ZURN #ZN-415-6E, #Z-1000 J.R. SMITH, JOSAM, WATTS, MIFAB funnel, Provide with deep seal p -trap. FS -A FLOOR SINK - Cast iron, nickel bronze square flat strainer, 3 - ZURN #ZN-1900-3-23, #Z-1000 J.R. SMITH, JOSAM, WATTS sediment bucket, Provide deep seal p -trap, FLOOR CLEAN OUT - Round scoriated nickel bronze top, bronze _ - LINE _ ZURN #ZN-1400-BP J.R. SMITH, JOSAM, WATTS CO -A plug and gasket. Carpet marker (where req'd), SIZE HORIZONTAL CLEAN OUT - Tee (material to match sanitary LINE CO -B waste lines), plug and gasket. Chrome plated access cover (where - SIZE ZURN #Z 1441 J.R. SMITH, JOSAM, WATTS, MIFAB req'd), EXTERIOR CLEAN OUT - (Paved areas) Round scoriated nickel LINE ZURN #ZN-1400-HD-BP (PAVED AREAS) J.R. SMITH, JOSAM, WATTS CO -C btop, bronze plug and gasket(Unpaved areas) Cast iron bronze . _ _ SIZE _ ZURN #Z -1440 -BP (UNPAVED AREAS) J.R, SMITH, JOSAM, WATTS body, bronze plug and gasket, ELECTRIC WATER COOLER - Tandum, two-level stainless steel EWC-1 H top, barrier free, touch pads, provide p -trap, supplies and stops. _ 2 12 1 OASIS #P8ACSL HALSEY TAYLOR, HAWS, ELKAY Mount per ADA requirements at -x342" A.F,F. to bubbler, REDUCED PRESSURE ZONE BACKFLOW PREVENTER - Make 12 WILKINS #975XL CONBRACO, FEBCO, WATTS RPZBP-A and model as approved by the Ind. Dept, of Health, REDUCED PRESSURE ZONE BACKFLOW PREVENTER - Make _ WILKINS #975XL CONBRACO, FEBCO, WATTS RPZBP-B and model as approved by the Ind. Dept. of Health, FREEZE PROOF HOSE BIB - Wall mounted, cast bronze valve, ZURN #Z-1320 J.R. SMITH, WOODFORD FPHB chrome plated face plate, encased, anti -siphon, automatic draining, ceramic disk. Stainless steel box and cover, GREASE INTERCEPTOR - Reinforced concrete, 1,000 gallon GI -A capacity, structurally suitable for earth cover of 10ft. with an H-20 6 4 HARTFORD CONCRETE #2 COMPARTMENT; 1,000 GAL. truck loading. MOP SINK - Floor mounted, 24" X 24", molded stone, Provide FIAT #MSB-2424,#145366,#MSG2424 SWAN, MUSTEE, STERN WILLIAMS MS t hose with hanger, mop hook, service faucet with vacuum breaker, 3 3 2 FIAT #832AA,#889CC p -trap, ss strainer, ss wall guards. Seal at wall. SPEAKMAN #SC -5814 CHICAGO, ZURN, SLOAN M. Thermal expansion tank similar and equal to Amtrol #ST -12 ASME T&P J"HW _ _ t "CW CW main relief valve Thermometer oe i C—i Mixing valve t (MV -B) Wall A/ Ii Meters furnished Not less than Extend drain C _ °-"-�f-��--.J„II and set by local 3" nor more to tailpiece water company -�, than 24" of lavatory. 0 _ oWall bracket if not provided Inlet y mfgr., shall be constructed The valves, fittings and piping are installed by the plumbing contractor. f angle iron sutable for support of unit. NOTE: Details shown here are typical only and may not be complete. Contractor shall provide all material and labor necessary for the configuration, piping and accessories required to operate this system in the manner intended with complete safety. 12° 14" 2" WATER ATER HEATER D (WH --B) Space for test meter. rv��nm� NOT TO 5GALE �ZP 1 4 Brass nipple (typ) 12" RPZBP 12" Meter 2"[To 12„2„Flow switchAlarm bell Dry pipe accelerator Extend floor drain Not less than 8" sleeve Dry pipe valve nor more than 24" Wall 2" AFF. (---Floor drain, see 1"Condensate plumbing plan drain pipe in wall 1" to 1increaser. Alarm check valve (typ) for location. Inlet NOTES: Secure in wall 1. Loc-pacs (2) are furnished to plumbing contractor by the utility co. Sink/lavatory Check valve 2. Joints may be streamline or screwed. wl auto drip 3. This contractor to provide for testing and certification of backflow preventers per stale requirements. 14" Lavatory branch tailpiece for condensate like "Plumb Pah' model OS&Y gate valve with 4. Contractor shall verify with water co. before installation of meter for clearances required for maintenance by water co. Escutcheon plate PP17CP. Refer to P -series supervisory switch drawings and specifications for exact piping arrangements. Two air compressors. System drain Locate one in each Q mechanical attic, locate on wall or floor as required Lavatory/sink p -trap (refer to Double check backflow METER B plumbing plans for size) Sleeve: extend preventer valve To Fire Dept. 1" into Bldg. (typ) M PRE N E T `��� 3 Connection 1 NOTE: NOT TO SG 81 Details shown here are typical only. Exact final details and layout shall be pl�) %N as required to suit the facility layout and the requirements of the various 0 80% Waft A UNAH-T t TRAP I 7 regulatory agencies. 'ftT NOT TO SGALE FR 0 T I I 4 NOT TO 50ALE 24"0 Class III reinforced Grade concrete pipe Last Jordan Iron ri Ln ro Wall Works t#1022Z1G5 E 1�" T&P relief heavy duty frame N drain or S.S. braded hose connected & heavy duty ��'with S.S. hose clams rover, ore equal. Condensate p q 6"0 SDR -35 PVC a ++ rr pipe in wall Secure in wall AL A ri it f A Sinlvlavatory 24"0 RCP600 "0 SDR -35 r+ PVC 1-1" Lavatory branch tailpiece for 7 condensate like "Plumb Pak" modes o Equalization hole —,�� i+ +� PP142GP. Refer to P -series Escutcheon plate r+ ++ drawings and specifications for 4 r� exact piping arrangements. L— ®— .-�-- — — — — J 6110 PVC 20" CAST IRON FRAME AND COVER Battle-wall--�� outlet 00 PLAN VIEW Lavatory/sink p -trap (refer to q• plumbing plans for size) SECTION VIEW "A -A" Notes: 1. Provide sealed concrete riser from top of grease interceptor to an elevation suitable to allow for the installation of a cast iron frame and cover with a top of casting at J" above finished grade, 2. This grease interceptor shall be sealed gas tight and air tight at the job site with CS -302 butyl AiN sealant. TO AL 3. This interceptor will be subject to vacuum testing. I'm NOT TO SCALE P14 GREA5[ IfyTE��E�'TCaR DETAILK002 NOT TO SGALE P14 12"Gw /-� Thermal exp. absorber 1C" similar and equal to: -- — -- -- -- Thermometer (typ) 12, CW S AMTROL #ST -12 ® �. (�� •_..c• son — VIVA --••� son J"140°HWR Bypass f"G"G F/_11 4(Y �„ 0 12"CWS valve (N.C.) I "140�HWR _ F 1"CW-S — 140 HW 2 1'140°HWR °12"HW 3"0 Intake (typ) � 1 "140HWR — _ 1 HWR Dielectric union {typ} 0 12"CW-S 12"CW-S �- ® 1 Ball valve (typ) ASME TV relief valve (typ) - � ! � ,�• --Strainer (typ} `�� Recirculating pump (RP -B) , (�'� ¢"'""-°— Check valve (typ) Resin tank, WH -A WH -A Thermometer Recirculating pump (RP -A) by others. 4�— PC to provide Mixing valve (MV -A), Shut-off valves, for 3"0 Flue (typ) locate below water line water softener connection by others. NOTE: Brine tank Details shown here are typical only and may not be complete. w/float valve, i Gas cock (typ) Contractor shall provide all material and labor necessary for by others. U1 IV the configuration, piping and accessories required to operate Union Dirt leg (typ) t an drain (typ) this system in the manner intended with complete safety. To floor (typ) drain To floor drain U ® �1 32" Conc. pad 32" Cone. pad FloorFloor .. .. . WATER 11EA1,_ R_ L"I",EITAIL CwwH.-,-A) NOT TO 5GALE P14 Z (n E OC LU W Z -` • Zw W Z U r - J M co m a CID Z — ro Cu f4 .� ILL 0 0 �m Z in U' C • Cb cn C _W .J M W M - U Z L U O P�x N _ ... co C) Q Z J W � Cc Q O v U V Q 0 LU 0 :DW 0o Z Z L) DID CJ UJ W A U) C) 0 F_ W ®C) �co 00 C� W sew— a ':''� < 4: Q g. •-off /moo le Or tttltl/1 V) Z O T) 1 co r �- 1 U 0 LJJLAJ Q Q E- = a o Provide air -admittance valve, similar and equal ��- 4"VTR to Studor Mini -vent, in an accessible location, 2"V •I+ SK -2 i 1 j • 4� CO -C J14"V -- z 1 II 2"W 1 1 i 6 W C? 1 1 1 1 �f SK -5 4"W II �CO-A 4"W 6"W if G" W EI y 6„W I 4"\A 6"W 6"W P'r 6"W CO -A 4"W dd� 2"V e' o `oma' M 2"W 1`0 I d'd + FD -A 2"W �� 1 1 V 4FD-A s�'� 1 � 1 •-' L -2H ..'' 2 4..W up 2"W up 4"W CO -A �� IE 4"W 14"W up 4 22"V��/dam ; �W 2"W up SK -1 I of Iu p � 2,.W 1 "W 4"W 1 4"W SK -1 �.' SK 1311W up2"W 4"W CO -A 4"VTR >'r d d d 2,.W up 2"W up 3"V � �• 2,V o0 1 V add o '�I td 1 SK -1 2 V �WC-1 H 1 �`� 'dr I `. I I r 1d� 12"V WC 1H I d r U 1 .. 1 WC -11 '• Id�l 1 `. UR -1H 2"W I SK -2 `v o� L -1H 1 fe I 1 "V `♦ L -1H r� FD -B ��« � SK -1 1 J 1rV I F 1 4"W � 1..V EW i SK -1 r,. 1 2"W SK -1 W +_ VEN7 RIVI NOT TO SCALE 4"VTR 3"V CO -A 2"V IT 2"'V �,, 6,.W 2�"V E 6..W 2N I 1"V 4„W up 2' �� 4o I z + `I 1 'V i U I '+ m WC -1H 11U_ L1H``o�2V 3.,Wu I 1 . p 1 II + I L -1H 2"V FD -B ^`. I FD- WC1 3W L .0 L -IH �'' '2"V .*` �.' s Osis '" � �„V e + Garbage , 2"Gre i 1 Disposer 1 2"V i FS -A Z3"Grease 2"Greg FD -B ♦ V below qk FS -A MS 1 grade 40 Provide air -admittance valve, similar and equal to Studor Mini -vent, in 2' W an accessible location. ---� SK -1 r� O -A 2W J-�4� Provide air -admittance valve, similar and equal Bto Studor Mini -vent, in SK -3 an accessible location. asB i� se 2"Grease i 6"W �.+ \ 3"Grease CO -C 4"Grease IL44 :O -C 6"W C INV W 0 Q d Z W W _Z Z W C) Z C _Y Z' !O V _J J UJm O Z OU 61 �� CU U U v LU U cc U N M a) M Cfj VCD � 0 ID C, LL 3 m � z� ce) U) o 'v r; Co 2 0 7 r r e 0 0 w Fiz W r a