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Home My WebLink AboutBuilding PlansI RIS CHAD RAIL ,J"XOL I X 14ga. IGOLOR gLpOK 2 j" x 12.ga. P05T :OLOR AGK 3/4' x Ibga. PICKET COLOR BLACK BXII2 END BRACKET EMBEDDED GATE POSTS INTO CONCRETE FOOTING (D ORNAMENTAL FENGE NT5 r ri'Pf Nvr® RIBBED GNANEL RAIL DOLOR BBLLAGGkk �r 2 J' x 12 ja. P05T CaDR 5LAGK GATE ++ARDWARE: 56)5X25 COLOR BLACK 3/IPPICKET aD f ~ I13/4' x 149a. 6ATE ++ EMBEDDED GATE `.. `• • ': POSTS INTO CONCRETE FOOTING S 89°32'58" W 489.66' CD O O CV 0 r 0 0 z 1MR0 \\ I-,, �% 60' FRONT YARD SETBACK f(:0I is 5 2 ORNAMENTAL CANE NT5 �\\ \�\\� o — 16 cH00`, O . ��, \ �\ \��.,�R� 2,- I 51--/ Lb 23 13 15 BEIGE FABRIG TOP - FOREST GREEN PRIMR05E LOGO � POWDERGOATED GREEN STEEL POLE N z 12'-0" INFANT PLAYGROUND iL ALL OTHER SHADE INTEGRAL WITH PLAYGROUND PIEGE O O 5HADE 5HELTER ELEVATION I/4 1'-0" / ///0, i GENERAL NOTES I. ENTRAPMENT: THE DISTANCE BETWEEN ANY OPPOSING 5URFAGE5 SHALL NOT BE GREATER THAN 3.5 INGHES AND LE55 THAN q INCHES. 2. CONTRACTOR TO FURNISH, A55EMBLE AND INSTALL PER MANUFACTURER'S INSTRUCTIONS ALL EQUIPMENT LISTED ON THIS PLAN UNLE55 OTHERI415E NOTED. 3. CONCRETE EXPAN51ON JOINTS ARE TO BE PLANNED AND SET WITH GON5IDERATION TO OVERALL SITE LAYOUT AND DESIGN. EXPAN51ON JOINTS SHALL OGGUR TO CREATE SQUARES NO GREATER THAN 20 FEET IN EACH DIRECTION. CONTROL JOINTS SHALL BE 1/2 INCH DEEP TOOLED JOINTS AND CREATE 5QUARE5 NO GREATER THAN 10 FEET x 10 FEET IN EACH DIRECTION. 4. GONGRETE WALKS SHALL BE FLUSH AT FF WITH A 2% MAX FALL. SIDEWALK5 EL5EWHERE SHALL BE 2" MIN BELOW FF AND SLOPING AWAY FROM THE BUILDING AT 2%. MAX SLOPE ACROSS PLAY 5URFAGING SHALL BE 2% AT FALL 5URFAGE5 - SODDED AREAS &%. PATH OF TRAVEL FROM PUBLIG WALK TO FRONT DOOR SHALL BE 5% MAX, WITH A IAS MAX CRO55 SLOPE. 5. DO NOT USE TOXIC PLANTS. EXISTING PLANTS SHALL BE EVALUATED AND HAZARDOUS PLANTS REMOVED. CONTACT OWNER FOR LI5T OF POISONOUS PLANTS. GONTRAGTOR 15 RESPONSIBLE FOR ENSURING NO POISONOUS PLANTS ARE USED. PLANTS WHIGH HAVE FRUITS THAT P05E A GHOKING HAZARD SHALL NOT BE USED. PLANTS WITH OTHER HAZARDS SUCH AS THORNS SHALL NOT BE USED. EX15TINO VEGETATION 5HALL BE PROTECTED WHEREVER POSSIBLE. 6. NO TREES SHALL BE PLANTED WITHIN 10' OF A UTILITY LINE UNLESS APPROVED BY OWNER. 7. TREES AND SHRUBS SHALL NOT INTERFERE WITH PHY51GAL OR 51GHT CLEARANCES REQUIRED FOR VEHIGLE OR PEDESTRIAN TRAFFIC, WITHIN AND AGCE551NG THE SITE, BOTH INITIALLY AND THROUGH MATURITY. 8. IF A METAL OR CONCRETE MOW STRIP 15 USED, IT SHALL BE FLUSH WITH GRADE AND PREFERABLY OUT5IDE OF THE PLAYGROUND FENGE. THERE SHALL BE NO PROTRUDING OBJECTS ON THE PLAYGROUND. q. FILL 5AP5 IN 500 WITH SANDY TOPSOIL AND LIGHTLY ROLL TO BRING THE ROOTS OF THE ORA55 INTO FIRM CONTACT WITH THE 501L 50 THAT 501L MOISTURE 15 AVAILABLE TO THE ROOTS AND THE 500 CAN "KNIT" WITH THE 501L SOONER. ROLLING 15N'T FOR 5MOOTHING OUT THE BUMPS. THAT 15 DONE BY PROPER SITE PREPARATION BEFORE LAYING THE SOD. ARGH I TEGTURAL SITE PLAN NORTH SCALE: I"=20' -01- 0 "=20'-0"O 10'20'50' 60 mmm%m�� I �1 0 QI EARLY PRESCHOOL PLAYGROUND EQUIPMENT - SEE I/A-7.22© " Low c °va;n 0 QLo ® LOT LIGHT -SEE ELECTRICAL 03 AFTER SCHOOL PLAYGROUND EQUIPMENT - SEE 4/A-7.2 13 c ® E0 0 �r 3-� Q O C�- �6N3°�a ® 100L06' SEE 1,2,3,44/A-7.1. VERIFY SIZE W/ LOCAL MUNICIPAL A6ENGY REQMT'S. ❑7 l v O L QC) ® SMOKE FREE 51 GN - SEE q/ A-7.2 0�pxjNO ® PARENT INFORMATION BOX - SEE q/A-7.2 IO BUGKLE OF 51 ON - SEE q/A-7.2 N E 0 N N FI -11 .� - � s� j 12 PRIMROSE PATCH SIGN - SEE q/A-7.2 � Os�6- 13 PRIMROSE PATCH - 6'x12' - SEE 12/A-7.2 14 ` N o- O N 13 15 4' BLACK VINYL GLAD CHAIN LINK FENCE, TYPICAL ALL INTERIOR FENCES - SEE I4/A-7.2 N 0L OLt Ib b' BLPGK WROUGHT IRON FENGE, TYPICAL ALL EXTERIOR Nii sn V 6- FENCES - SEE 1 4 2/X-1 I7 O 18 O FI -q] s � ® � E 6 � 21 PROP05ED 51GN - SEPARATE PERMIT SEE DETAILS 8/A-7.1 2® 12'x12' 5UNPORT5 SUNSHADE c O N O -c IL L. m m L 0 C � g _ 6 P O O s E < m Q0a 1MR0 \\ I-,, �% 60' FRONT YARD SETBACK f(:0I is 5 2 ORNAMENTAL CANE NT5 �\\ \�\\� o — 16 cH00`, O . ��, \ �\ \��.,�R� 2,- I 51--/ Lb 23 13 15 BEIGE FABRIG TOP - FOREST GREEN PRIMR05E LOGO � POWDERGOATED GREEN STEEL POLE N z 12'-0" INFANT PLAYGROUND iL ALL OTHER SHADE INTEGRAL WITH PLAYGROUND PIEGE O O 5HADE 5HELTER ELEVATION I/4 1'-0" / ///0, i GENERAL NOTES I. ENTRAPMENT: THE DISTANCE BETWEEN ANY OPPOSING 5URFAGE5 SHALL NOT BE GREATER THAN 3.5 INGHES AND LE55 THAN q INCHES. 2. CONTRACTOR TO FURNISH, A55EMBLE AND INSTALL PER MANUFACTURER'S INSTRUCTIONS ALL EQUIPMENT LISTED ON THIS PLAN UNLE55 OTHERI415E NOTED. 3. CONCRETE EXPAN51ON JOINTS ARE TO BE PLANNED AND SET WITH GON5IDERATION TO OVERALL SITE LAYOUT AND DESIGN. EXPAN51ON JOINTS SHALL OGGUR TO CREATE SQUARES NO GREATER THAN 20 FEET IN EACH DIRECTION. CONTROL JOINTS SHALL BE 1/2 INCH DEEP TOOLED JOINTS AND CREATE 5QUARE5 NO GREATER THAN 10 FEET x 10 FEET IN EACH DIRECTION. 4. GONGRETE WALKS SHALL BE FLUSH AT FF WITH A 2% MAX FALL. SIDEWALK5 EL5EWHERE SHALL BE 2" MIN BELOW FF AND SLOPING AWAY FROM THE BUILDING AT 2%. MAX SLOPE ACROSS PLAY 5URFAGING SHALL BE 2% AT FALL 5URFAGE5 - SODDED AREAS &%. PATH OF TRAVEL FROM PUBLIG WALK TO FRONT DOOR SHALL BE 5% MAX, WITH A IAS MAX CRO55 SLOPE. 5. DO NOT USE TOXIC PLANTS. EXISTING PLANTS SHALL BE EVALUATED AND HAZARDOUS PLANTS REMOVED. CONTACT OWNER FOR LI5T OF POISONOUS PLANTS. GONTRAGTOR 15 RESPONSIBLE FOR ENSURING NO POISONOUS PLANTS ARE USED. PLANTS WHIGH HAVE FRUITS THAT P05E A GHOKING HAZARD SHALL NOT BE USED. PLANTS WITH OTHER HAZARDS SUCH AS THORNS SHALL NOT BE USED. EX15TINO VEGETATION 5HALL BE PROTECTED WHEREVER POSSIBLE. 6. NO TREES SHALL BE PLANTED WITHIN 10' OF A UTILITY LINE UNLESS APPROVED BY OWNER. 7. TREES AND SHRUBS SHALL NOT INTERFERE WITH PHY51GAL OR 51GHT CLEARANCES REQUIRED FOR VEHIGLE OR PEDESTRIAN TRAFFIC, WITHIN AND AGCE551NG THE SITE, BOTH INITIALLY AND THROUGH MATURITY. 8. IF A METAL OR CONCRETE MOW STRIP 15 USED, IT SHALL BE FLUSH WITH GRADE AND PREFERABLY OUT5IDE OF THE PLAYGROUND FENGE. THERE SHALL BE NO PROTRUDING OBJECTS ON THE PLAYGROUND. q. FILL 5AP5 IN 500 WITH SANDY TOPSOIL AND LIGHTLY ROLL TO BRING THE ROOTS OF THE ORA55 INTO FIRM CONTACT WITH THE 501L 50 THAT 501L MOISTURE 15 AVAILABLE TO THE ROOTS AND THE 500 CAN "KNIT" WITH THE 501L SOONER. ROLLING 15N'T FOR 5MOOTHING OUT THE BUMPS. THAT 15 DONE BY PROPER SITE PREPARATION BEFORE LAYING THE SOD. ARGH I TEGTURAL SITE PLAN NORTH SCALE: I"=20' -01- 0 "=20'-0"O 10'20'50' 60 mmm%m�� I i ■ CL z KEYNOTES 0 QI EARLY PRESCHOOL PLAYGROUND EQUIPMENT - SEE I/A-7.22© 25' FLAGPOLE WITH FLAG LIGHT - SEE 5/A-7.1 d ELECTRICAL 0 PRESCHOOL PLAYGROUND EQUIPMENT - SEE 2/A-7.2 ® LOT LIGHT -SEE ELECTRICAL 03 AFTER SCHOOL PLAYGROUND EQUIPMENT - SEE 4/A-7.2 25 PARKING LOT WITH 5TRIPING, 5EE CIVIL DRAWING5 ® BASKETBALL GOAL 4 5TRIPING - SEE -- 4 II/A-7.2 HG PARKING 51r -,NAGE - SEE DTLS 5HT A-2.4 Q 4-50UARE - PAINTED - SEE b/A-7.2 27 PROPOSED MA50NRY TRASH ENCLOSURE, WITH GONG. APPROACH. ® HOPSGOTGH - PAINTED - SEE 7/A-7.2 SEE 1,2,3,44/A-7.1. VERIFY SIZE W/ LOCAL MUNICIPAL A6ENGY REQMT'S. ❑7 MAILBOX - SEE 8/A-7.2 ® SMOKE FREE 51 GN - SEE q/ A-7.2 ® PARENT INFORMATION BOX - SEE q/A-7.2 IO BUGKLE OF 51 ON - SEE q/A-7.2 FI -11 SPEED REDUCER - SEE b/A-7.1 12 PRIMROSE PATCH SIGN - SEE q/A-7.2 13 PRIMROSE PATCH - 6'x12' - SEE 12/A-7.2 14 5'W SIDEWALK - SEE 13/A-7.2 15 4' BLACK VINYL GLAD CHAIN LINK FENCE, TYPICAL ALL INTERIOR FENCES - SEE I4/A-7.2 Ib b' BLPGK WROUGHT IRON FENGE, TYPICAL ALL EXTERIOR FENCES - SEE 1 4 2/X-1 I7 3' W x 4'T GATE TO MATCH FENGE MATERIAL, TYPICAL 18 8'W BLACK DOUBLE GATE TO MATCH FENGE MATERIAL, TYPICAL FI -q] IRRIGATED 50D ® GONDEN51N6 UNITS BEHIND 4' SOLID VINYL FENGE - SEE A-I.I 21 PROP05ED 51GN - SEPARATE PERMIT SEE DETAILS 8/A-7.1 2® 12'x12' 5UNPORT5 SUNSHADE i ■ CL z �} 0 L Q r U X cb c QY� cuW M W. CL= a�Q000)-0 N Lo QU)=�0 �EE11 Ci 04 -0 -� _ .c Y�Q c T U v ,o1<",(,,1 � 2 , 3/5/2013 ELECTRONIC SEAL 4 5167NATL RE Site: PRIMR05E SCHOOL at WE5T CARMEL 3740-3746 W. gbth 5t. CARMEL, IN 46032 Building Type: IN -2013-5 Drawing Title: ARGHITEGTURAL 51 TE PLAN Date: Orn: STAFF 3/5/2013 Gkd: MDP Drawing Number: X-1 Revlslons: bid & permit set 8 eac for each lift or of ,b type ocrfilt material. perform one field density test the existing subgirade. Existing subgrado shall be proofrolted and comp acted to 95 % proctor den sity. Additionally, each lift of building or I subgrade fill shall not exceed 61' in depth and shall be compacted to 95% proctor density. Perform field density tests in accordance with ASTM D1556 (sand cone method, ASTM D2167 (rubber balloon method) or nuclear method, as applicable. Provide one test on each columa footing , and one tes per thirty feet of linear footing excavation. Provide additional tests as necessary for areas which do not meet. the specifi ed density requirements. Testing as described above shall be required for areas under the building pad not requiting fill, I.e. areas in cut, or areas not requiring cut or fill. Reports shall be simultaneously forwarded to the Architect and Contractor. Contractor shall cooperate with the testing agency in coordinating compaction and other required testing. 11. Topsoil: S . isting topsoil and stockpile on site. Seed , trip all ex I stockpiled topsoil to prevent erosion, Place four (4) inches thick over areas to be seeded or two (2) inches over area to be sodded. Protect all existing streets and improvements. Any excess topsoil shall bexemoved from the site and disposed of at no additional cost to the Owner. 12. ExcessandWaste: Remove waste material, including unacceptable and unused excavation material, trash, and debris, from the property and legally di spose at no cost to the Owner. PART 2 - PRODUCTS 1. Fill material "I benew or on-site materials as defined by the soils report and the Soils Engineer. Maintain optimum moisture contents While compacting. 2. Top soil, shall be defined as agricultural top soil. Such top soil shall be free of debris, trash, weeds,roots larger than 1/2" diameter and chemicals that may prevent the normal growth of sod and plant materials. Topsoil, organic soil and related soil classifications --hall not be used under the building, under footings or foundations, or under paved areas. Remove all existing topsoil under these areas, 3. Erosion control materidg.shall consist of three foot wide, 10 mil, 100% spun bonded nylon reinforced silt fence fabric With a maximum vertical water flow of 500 gallons per minute per square foot. posts shall be steel I Tposts, minimum five feet long, in lieu of silt fences, straw bale dikes may be installed at the option of the Contractc* if approved by local authorities, contractor shall routinely inspect the condition of the bales and replace as necessary. PART 3 - EXECUTION 1. 'The Contractor shall protect and maintain active all element-% on the site and surroun ding affected areas during the construction peri od. All existing pavement, curbs, walks, signage, storm water structures, and utilities shall be kept active and free of mud and debris at all times. 2. Use- of explosiv" is pTolhibited. 3. After clearing, grubbing and removal of topsoil, the area shall be scarified and proof tolled per the soil report. Any soft spots or otherwise unsuitable materials "I be removed and replaced or reworked at the � direction of the Soils Enginem All such work shall be includedin the basebid. All paved areas shall have the sub@yade proof rolledjust prior to application of the paving material. These areas shall have optimum moisture content at the time paving operations are conducted. 4. Uniformly grade A areas and transition areas,. Provide a smooth finished suirface, within a tolerance of 1/2" over 10'. 5. 'The Contractor shall comply with soil erosion requirements of the code and local ordinances, The Contractor shall periodicallyinspect.conditions of fences and/or bales andrepair and/or clean to maintain in working order. 6. 711he Contractor shall take allsteps necessary to protect adjoining property, public and private, resulting from the movement of debris or earth. The Contractor shall take immediate action to any damage. I I � The. Contractor shall hold the owther harmless from any and all claims of any type whatsoever resulting from damages to actoining public or private property, including reasonable attorney's fees incurred by the Owner. Further, if the Contractor fails to take necessary steps to prevent said damage, the Owner may, but rivednot, take necessary actions and deduct the cost thereof from amounts due to the Contractor. I 8� The Contractor shall locate existing underground utilities in areas of thework. If utilities are to remain in place, provide adequate means of support and protection during earthwork operations. Underground utilities shown on the drawings have been taken from existing public records, Owner's records anclavaitable as -built drawings and are correct to the boA of our knowledge and provided for information only. Should uncharted or incorrectly charted utilities be encountered during excavation, consult utility owner immediately for instructions, Cooperate with Owner and companies in keeping services mid facilities in operation. Repair damaged utilities caused by Contractor's negligence to the satisfaction of the utility at no cost to tilt Owner. Provide mininium. 48 hourthoti ce to utility before interrupting any service. 9. Barricade open excavations occurring as a part of this work and provide warning lights. Slope sides of excavationsl to Comply With local codes. and ordinances having juri sdicti on. Shore and brace when sloping is not possible because of space restrictions of the stability Of the soil excavated Maintain in safe condition until backfilling is complete. 10, Perform excavations within drip line of trees to remain by hand, and protect the root systems from damage or dryout to the greatest extent possible, Maintain moist conditions for root systems and cover with burlap. Paint, roots cut of J." diameter arid larger with emulsified asphalt tree paint. 11. Do not place finish topsoil until all construction debris, trash, equipment, and surplus material have- been removed. Loosen surface of 'tive bond between the subgrade to a depth of 2" minimum to ensure a pm . subgrade and topsoil. In artas to be sodded, spread and compact topsoil to a uniform 2" depA 1 11 to 1 - 1/2" below the finish grade shown on the plans. Where topsoil is spread, use a cultipacker,pulverizer, or similar tool to pulverize the soil. and eliminate all lumps. .12. Finish grade slopes - Untess local conditions Warr ant otherwise, the tollowing finish -4 opes shall. apply. a. Hard surface should slope away from the building at two (2) percent, minimum; four (4) percent maximurn: 4% preferred. b. Playground - Maximutn two (2) percent slope at playground equipment with maximum tight (8) percent slope for the remainder of the play area. c. Minimum one -one half (1 .1/2) percent slope in landscaped . areas with males at a minimum Of two (2) percent. d Pavement - Maximunt six (6) percent in parking area. Minimum one-half (3) percent for pordand cement concrete paving. Mininturn. one (1). percent for asphaltic concrete paving. e. Adhere carefully to finish grades on engineered site plans to effoctProper drainage of the entire lot. NofifyArchitectof discrepancies between to abovc standards and engineered plans, 13, Prepare finish grade for sodding or seeding with only light raking reclifired by the Landscape Contractor, a. Round finished surfaces at abrupt changes in slope. b. Should spot elevations conflict with grade contours, spot elevations shall govern. c. Finish grades to uniform levels or slopes between points where levels are given or between such points and existing grades. d positively drain all lawn areas to designated surface water collection points, greets, and/or waterways. e. After placement, maintain surfaces to indicated finished grades; deposit whatever additional topsoil is needed to correct any settlement or erosion up to the date of final acceptance. Scarify surfaces upon which additional topsoil is to be deposited, or otherwise satisfactorily Prepare to ensure proper bond. f Where settling is measurable or observable at excavated areas during the warranty period, remove surface (pavement, lawn, or other surface), add backfill material, compact and replace fini sh surface or finish to match acl acent work. Eliminate evidence of restoration to greatest extent possible. SECTION 02200 - TERMITE CONTROL PART I - GENERAL 1, If the project islocated in an area that does not have termite or other wood boring insects, and similar prqects in the area donot require . treatment, notify the Architect prior to bid date for an exception to this requireiri,ent. 2. Installer shall have a mininhunt of three years experience in such installations. The chemicals used shall be approved by Federal, State, and local authorities. 3. The treatment shall be considered "pre-con&uction" type, Coordinate the placement of all chemicals with other trades working on the pr4ect. Provide adequate ventilation for the protection of all workmen. 1 4. only the portion tinder the building and extending 3'-O" beyond the outside face of the building shall be treated AD other portions of the project site are excluded from treatment. S. Chemicals tall be applied before the slab on grade and ti(�acent sidewalks are poured, but after all backfilling and utility trenching in complete. � 6. Chemicals shall be compatible with the foundation insulation (Styrofoam) if applicable. 7. Installer shall provide a standard written warranty to the owner. Tlie Owner intends to contract for continuing service as required to maintain the bond. At a minimum warrant against termite infestation for a period of one (1) year from date of Substantial Completion, including treatment of termite protection and all repairs without cost to the owner. Installer shall offer to the owner a continuing service and a bond to pay for any damage caused by termites or other wood boring insects. PART 2 - PRODUCTS 1. Soil treatment chemicals and installation shall be provided by a local I company f egistered with the state to provide and install termite protection. 2. Treatment shall be provided by Terminix, Orkin, or another company as approved by the Architect during the bidding process. PART 3 - EXECUTION 1. Apply chernical to the soil under and around the building in Arict accordance with federal, state and I ocal regulatiom Chemicals shall be delivered to tht site in new containers that clearly state the active ingredients on the label. 1 2. Apply chemicals at the raw recommended for pre- construction, slab - on -grade work. Minimum rates shall be 1.5 gallons per 10 square feet as an overall treatment under the slab areas ,and 2 gallons per 5 lineal feet along foundation walls and offier vertical penetrations. Utility trenches shall receive special treatment within the building and 5'beyond the foundation walls. 3. Provide necessary equipment and services to place the chemicals at soil depth to adequately protect from subterranean termite infestation. Apply . chemicals before the installation of the porous fill and vapor barrier. SECTION 02300 - PAVING AND SURFACING PARTl-GENERAL 1. See engineered site plan for site specific information regarding paving types. 2. All work shall comply with the requirements of the Standard State Highway Department specifications- . 3. Subgrade Fills., Backfills and Compaction shall be accomplished as .recommended in the "Subsurface investigation Report" as supplied by the I Owner. SECTION 02350 EXTERIOR CONCRETE FLATWORK PARTI-GENERAL 1. Concrete Walks & Porches: Concrete shall be four (4) inches thick-, air entrained and having a 3,000 psi strength, with 6x6 1.4/1.4 welded wire fabric, or fibermesh added to the concrete at a rate of 1.5 pounds per cubic yard, poured over property prepared mbgrade unless noted otherwise ort the plans. Pour to uniform surfaceand finish with a medium fine brush. All exposed edges shall be rounded to a 1" radiu& 2. Concrete Dumpster Pad Concrete shall bethickness as shown on drawings. Perimeter edges thickened to provide support for fence enclosure. See cletailson plans. Location and size to be specified M the firtal approved site plan. 3. Dumpster Approach Pad: Concrete shall be a minimum of six (6) inches thick with #4 @ 18"o.c. or per recommendations of "Subsurface Investigati on Report" supplied by the owner. Pad shall bethe widli of the clumpster pad and a minimum of 20' long. SECTION 0,2351 - ASPHALTIC CONCRETE PAVING PARTI-GENERAL 1. Core tests shall bie tak-oth to verit'thick-11'ess and subsurface � compaction. Provide for threesan-hples, randomly located. Test for extraction, gradation, laboratory density, and Marshalls Stability. Provide I a certificate from the testing agency thatithaterials andinstallation comply I , with specifications, signed I by the asphaltic concrete producer an , d Contractor. All costs of the tests shall be paid.by the.Owner. If tests show the installation does not meet specifications, the paving shall be remove(k , replaced, and retested at no additional cost to the Owner. 2. The entire inAsallation shall cotliply with all local andstate laws and ordinances. 3. Take precautions that equipment and vehicles do not damage or disturb I existing site gracing, walks, drives, utilifies, plants, etc. 4. Provide temporary barricades and warning lights as required for the protection of the work and public safety. PART 2 - PRODUCTS 1. Asphalt cement, fine aggregate, arid coarse aggregate shall. be in compliance With state highway department standards fouparking areas and driveways. See Civil Engineering plans for specifications. Therhinimum specification shall be: a. Base Course: per civil plans andfor soils report. I � b. Bituminous Binder Course: per civil plans and/or soils report. c. Bituatinchis Wearing Course: per civil plans and/or soils report. d SurfaceSealer: Equal to Advanced Formula J-16 Pavement Sealer as manufactured by Maintenance, Inc., Wooster, Ohio. 1. Chock subgrade surface elevation prior toplactment of,isphattic concrete paving; method subject to approval of Architect. 2� Proof toll prepared subgrade surface to chock- for unstable areas and areas needing additional compaction. Notify contractor of unsatisfactory conditions. Do not begin paving work until deficient subgrade areas have been repaired 3. Asphaltic concrete paving shall notbe placed on surfaces which are damp or wet nor when the air temperature on the road three feet above the surface is less than 45 degrees F, except that work may begin before noon on bright sunny days when the air temperature three fc.-t above the road surface isover 40 degrees F. and rising. 4. When laying,surfaces which require three or more ac4acent passes of the finishing machine, the otiter lanes shall be laid fust. and closure of the I surface shall be made by the interior strips near the center line. 5. The use of wood or metal header i to form the edge of thei oint during the rolling of the fresh mixture will not be permitted 'Me edges of all fixtures in the streets, edges, or curbs, bridges or cold asphaltic concrete shall be lightly painted or sprayed with RC40 or equal to facilitate a tight joint with the fresh mixture. 6. The asphaltic concrete shall be thoroughly compacted while hot� by rolling andlor tamping. All areas of binder or surface courses inaccessible to the roller shall be thoroughly tamped while, hot enough tocompact 1, . I properly. All depressed areas around weep holes shall be thoroughly taruped Compaction of both §uffaco: andbase course shall be a rninitnum . of 96% of Laboratory Density if not specified otherwise. 7. Aftierthe secondrolling the surface course gliallbe checkedwith a 10' straightedge placed parallel to the center line and any variation greater than 1/4" in the. surface course shall be corrected in removd of bumps, . the surface "I first be warmed With a ,surface heater to soften the I , mixture, without burning it, until the surface can be loosened, and smoothed with rakes and straightedge, While still hot, the mixture,,stuill be rolled to obtain proper density, SECTION 02362 - PAVEMENT M-ARKJNG PART1-GENERAL 1, Striping: All parking areas shall have four (4) inch white lines with � � separation between lines as shown on final approved Site Plan or as required byLocal Code. 1 2. Handicapped Striping& Symbol: Locate as indicated on final approved Site Plan and paint as required per Local Code. SECTION 02400- STORM, DRAINAGE PARTI-GENERAL 1 . Where contiection to storm drains is. necessary, fumish and install all pipe, structures, gratings and drains (per locai codes ancl/or I specifi � cations) in sizes as noted on engineered site plam. 2. Yard drains in the playground shall have locking plastic lids. No metd inlet covers will be allowed SECTION 02500 - IRRIGATION SYSTEMS PARTI-GENERAL 1. Scope of the Work: a. The work consists of designing and � - � I . - - hereinafter specified, including the furnishing of all. labor, plant, equipment, appliances and materials andin. performing all operations in conriection with the construction of the irrigation systom� it shall include furnishing and installing all plastic and pipe fittings, control valves, pressuror relied valves, check valves, automatic drain valves, impulse sprinkler heads as required for a complete system as shown on the Drawings or as calledfor in thesie Specifications or as may be required for proper operation of the system. The system shall provide 1000/6 coverage of all turf and planted areas. b. All local, IvItithicipal and State Laws and Rules and Regulati ons governing or rotating to any portion of thi s; work are thereby incorporated into and made a part. of these Specifications mid their provisions shall be cani ed out by the Sprinkler Contractor. include backflow prevotiter with unions as. required by local codes. c. Furnish the owner with one set of blueline prints, showing all I sprinkler work required under this contract. 2. installation: a. All pipe, fittings and valves, etc., shall be carefully placed in the trenches with concrete thrust blocks to be poured at all fittings and valves, where required. Interior of pipes shall be kept free from dit and debris andwhen pipe laying is not in progr.oss, open ends of pipe shall be closed by approved means. b, Heights of sprinkleT heads or sprinkler valves in relation to ground level shall be agreed upon by the owner and ,the . Contracto I r prior to installation. c. All piping shall be properly graded so that the entire system of piping may be drained to a depth below the area's frost line. SECTION 02600 - VINYL COATED CHAIN LINK FENCE I PART 1 - GENERAL 1.,Interior fence shall be four feet (4'-O") high or height as sliown on plans with six (6) gauge finish material with two (2) inch mesh fabric coated with aluminum or zinc. All end, comer mid gate posts to be two and one-half (2-1/2) inch O.D. with two (2) inch O.D. line posts and one, and five-eighths (I - 3/8) incli O.D. bottom arid top rails. All framework pipeshall be galvanized steel pipe, Postmaster, Allied SS20 or approved equal. All fabric, posts, and rails shall be coatedwith vinyl unless noted otherwise on plans. Bolt ends on perimeter to face out. Colorofallparts shall be black. All fence posts shall beset in solid concrete to a mithinnith depth of three (3) feet in solid ground Line post spacing shall not exceed ten (101) on center. Line post footing shall be eight (8") diameter. , Provide bolt caps on bolt --4 facing into the playground or cut offflush. 3. Provide gates as shown on Drawings in compliance with ASTM F , � 654. Provide acces to all yards with double four foot wide gates for maintenance access to all areas of the playground Provide four (4') foot wide gates for pedestrian acces I ,�. All fence Posts to be set in solid concrete to a n*.imum depth of three (3) feet in solid ground Provide childproof free exit I atches such as a pool latch by Hoover Fence CSL -3 (800-355-2335) or "Auto -Latch" by DAC Industries (800)-888-9768 on all playground gates, Doubleg I ates shall have Magna -Latch Lokk Bolt Lockable Di op Rod (cane bolt) Model LB124BX-black, or equal, 4. Provide fence with knuckle sleevage top &.bottom. Fabric shall comply with ASTM F 668, Class 1. Vinyl onfabric, post, rails, and frames shall comply With ASTM F 934, Fittings for a complete installation in accordance with ASTM F 626, lie wires in compliance with ASTMF 626 shall be tiedto line posts 1211o,c, andrails at -2411o.c. 5, Fence fabric shall be installed facing playground areas if allowed by local code. Child safety regulations require no space between 3-1/2" and 9- exist any , where on the constructed fence (entrapment zone). SECTION 02625 - DECORATIVE IRON FENCE - AMERISTAR PART 1 - GENERAL 1, IF�' specified on the, architectural site plan, interior fence shall be four feet (4,_oll) high or height as shown on plans. Bolt ends on perimeter to faceout. Color shall be black. All fence posts shall beset in solid I concrete to a mithirrium, depth of three (31 f,�et in solid ground.. Line post I spacing qLall not exceed ten (F) on center. Provide, bolt caps on bolts facing into the playground, 2. All, perimeter fence not shown on the site pl ail other wise, shall be six 1 (6) feet high with six (6) gaugefinish material. All fonce�parts. shall be I dark green or as solectedby owner. All fence postsshall bessetin solid concrete to a minimum depth of three (3) feet in solid ground Line post spacing shall not exceed ten (81 on conter. Provide bolt caps on bolts facing into the playground 3, All foricing shall be Ametistar (:Wlsa.,, OK) Montage Plus ornamental steel Mkle,-hcD"gn, flush bottom rail treatment, 3 -tail. style. Pickets shall be 3R1 16ga tubing. Child safety regulations requireno space between 3-1il" and 9" exist anyvvhere on the constructed fence , (entrapmentzone�). Provide three rails an all fences; connect to posts with approved fasteners. Topandbottomrailsdiallbeflush. Steeltube pickets in picket h olts in thesail shall be spaced 3.7 5 " O.C. Seedetails for further information. 1 4. Finish shall be per manufacturer's specification. � 5. Provide gates as shown on Drawings. Provide access to all yards with dou bl e four fo ot wide gates for maintenan ce a ccew. t o all areas of the � � playground. Provide cane bolt on passive gate with lock. Provide four (4) foot wide gates for pedestrian access. All fence posts to beset in solid concre4e to a minimurn depth of three (3) feet in solid ground I 1 6� Gate latches shall be Magna latch magnetic pool safety gate latches #MLTPS2BCTA black. Double gates shall have Magna-LatchLokk Bolt Lockable, Drop Rod (cane bolt) Model IB124BX-black or equal. SECTION 02630 - SOLID VINYL FENCE PART I - GENERAL 1. Provide a complete PVC fence gate system surrounding the condeensing, units as shown on the plans. Fence and gate components shall be compristd of profiles made of extruded, rigid polyvinytchlodde (PVC) - This PVC material is specialty formulated for outdoor use math supetiot color hold and impact resistant properties after extendedoutdoor I exposure. 'nie system shall include all posts, rails, pi ckets, caps, metal � I inserts, and accessory items necessary to complete the installation. PART 2 - PRODUCTS I 1 . Manufacturer: Kroy Building Products, Inc, or equal. Contact: 2719 Divisi on Avenue, P.O. B oX 636, York, NE 68467-0636; Tel ephone: (as -j) 2 99-5769, (402) 362 -1212; Fav (800) 933 -5769. 2. Products./SyAern: Kroy PVC Fencing Systems. Post Profile Types and Sizes: 5 " x. 5" x 0.20" wall. 3. Rails Profile Typesand Sizes: As indicated on drawings and as follows. a. Top - 211x61121'x 6 11211(51 x 256) slotted. b. Bott6in-2"xg"(5lx2O3Tnnl)tibbedor open. 4. Pickets Profle Types and Sizes: I" x 81, tongue &- groove. Caps Profile'l�ypes and Sizes: Ball, 5" x 5" at gate & comer Posts only! Flat 5 "xi " on line posts. Rail Cap Styles and Size-, Flat 5. Finishes: Smooth, soft gloss. Color: SANDSTONE � I I . 6. Gate Components: As I indicated on drawings. Provide three (3) foot wide gates for mechanical access. Provide a childproof, internal. I atch. � 7. Fence fabric. shall be installed facing playground areas if allowedby local code. Child safety r.egulationsrequire no space between 3-1/2" arid 9�� exist anywhere on the constructed fence (entrapment zone). 8. PVCFenceSystemMaterials: Posts, rails, pickets, post caps, arid picket caps.shall comply with ASTM D4216, Class 143354311122, 9. Adhesive and Content: Christy's Adhesive. PVC based adliesive with the same IN properties as fencing system. 10. General: Fabricate fencing systems to comply witil requirements indicated for design, dimensions, details, finish andirierriber .sizes, including wall thickness, but not less than those required to support ,structural loads. 11, Source Quality: Obtain PVC fencing system product,,, from asingle Kroy Building licensed dealer or approved source. PART 3 - EXECUTION I . Compliance: Comply with manufacturer's Product data, including product technical butlefins, product catalog installation instructions,. product. carton instructions for installation, or design/delail drawings. 2. Site Verifi cation of Concliti ons: Verify. substrate conditi ons, whi ch hav e been previously installed under other secti ons, areacceptubt e for product installation in accordance with that manufacturer's . instructions. 3. All newinstallation shall be laid out by the contractorin accordance � 1. with the consultation plans. 4. Setfmcepostson S'Centerg, set gate posts for gate opening - -awing , th specified in the construction dt s, Posts shall be placed 24' i the ground, and set in concrete. Gate posts and corner posts on all fences and line posts on taller fences shall be reinforcedwith cement and two No. 4 rebar members. Concrete shouldnot contact rails to allow for expansion. 1 5. Place assembled fence sections into position and slide rails into posts. Ibe rails are secured into posts by tabs which are notched into the rails and catch on the inside wall of the post. Top rails may be further secured with a #8-3141, screw throughthe rail, inside the post. 6. Install gates using bolt -on hardware supplied by the manufacturer. . 7. Cleaning: Remove temporary coverings and protection of ac§acent work areas. Repair or replace products that have been installed. and are damaged Clean installed products in accordance with manufadurer's inAnictions prior to Owner's acceptance. Remove construction debris from prcj ect site� SECTION 02700 - PLAYGROUND EQUIPMENT PART I - GENERAL 1. The Contractor is responsible for provi(ing and installing the playground equipment site area as specified on site plan, inducing final gracing (Maximum two (2) percent slope) suitable for installation of playground equipment 2. Equipment Will be ordered from the owner's supplier. TbeContractor is responsible to receive, verify, and store., playground equipment when delivered.. ne.Owner's suppliersof equipment is listed on sheet T-1- 3, playground equipment specifications and installation instructions are available from the specific play equipmentmanufacturer, 5. Playgtoundequipmentis installed after grade has been established in the fall zone areas; any required drainage of the fall zone areas is installed and connected to the approved storm system. The perimeter timbers may be installed prior tothe playground installation. Immediately preceding the completion of the play structure installation, the sod and remaining , landscape features shall be completed. The playground sod shall be installed and complete a minimum of 30 days prior to occupancy. Refer to the pl ans and specs'for additional information. Do not instWI the sod prior to installation of the playWound structures. SECTION 02800 - MULCH PIT LANDSCAPING PART 1 - GENERAL 1. provide.mulch pit-, asdetailed on the plans and specified herein. . PART 2 - PRODUCTS 1. Chips shall be approved by Primrose School Franchi sing Co. and meet the requirements listed in the Handbook for Public playground Safety, unifo , rin wood chips. When applied in systems chips, sliall provide a surface that meets all ADA, CPSC and ASTM voluntary standards for playground surfacing, 2. Provide double sawn, random size wood fibers of decay resistant wood such as cedar or cypress. Length shall be 6 to 10 times the diameter of fiber. Minimunt length shall be 314"; maximum length shall be 3-3/4". Maximum thickness of s5% of the product ,-hall be 318", maximum shall be I'% 3. Material shall be free of any other types of wood products or any other foreign materials, including but not limited to: saN%Aug, branches, leaves, sticks, roots, bark mulch, snimps, wood blocks, nails, metal, chemicals, I � plastics, etc. 4. A b-ampl e of the proposed woodfibers shall be submitted for Owner's approval prior to installation. 5. Ground surfaces Moog accessible routes, shall comply with ASTM 1951-99 standard specification for determination of the accessibility of � itt It th the use surface systems under and around playground equipme - Withi zone, the ground surfaces also must comply with ASTM F 1292-04 standard specification for impact attenuation of surface systems under and around playground equipment. Documentation for engineered wood fiber. compliance.is required PART 3 . EXECLJTION 1. Ensure adequate drainage of the pits� All subgrades shall be sloped to a positive drain at a mininuum of 2%. Acceptable designs include but are not lituited to the followin97 a. 31' minimum pea gravel, With 1/411 per foot slope of underlying base, Ensure water has flow path beyond retainage structure. b. Prefabricated 4 11 slotted solid drain fil es. Contractorshall provide lengths.as required to ensure water has a flow. path beyond pit c. French drain system. Contractor shall provide lengths as required to ensure water has a flow path beyond pit. 2. install standard landscape filter fabric over drainage medium. Filter s I hall be 1001/lo polyester nonwoven geotextile fabric, weight shall be minimum 3.5 ounces per square yard overlap all scams 8" minimum. Cut. and wrap fabric around all play structure support posts. 3. install wood fall zone surfacing over filter fabric, Spread equally to a depth as required to provide a compressed depth of 8". install rubber wear mats (will be provided in Little Tikes equipment package) in ' excessive wear areas such as sli de exits. undcr swings and Aiding poles. I ZD � SECTION 02823 - RUBBER CMP PLAYGROUND SURFACING (Alternate) PART i - GENERAL 1. Rubber mulch is loose fill permanent groundcover for playgromids recycled from scrap fires through extensive shredding, grinding, magnets and size separation this 99.9% steel free product is color coated with non- toxic colorfast paint and sealer. 2. Chips shall be approved by Primrose School Franchising Co. and meet the recluirements listedin the Handbook for Public Playground Safety composition: Rubber mulch is composed of 10001b recycled scrap fife rubber. 3. When applied in. systems, chips shall provide a surface that nioets all ADA, CPSC and ASTM voluntary standards for playground surfacing. PART 2 - PRODUCTS 1. Mulclisliall be clean, safe arid soft cover made of recycled rubber. It shall absorb impacts and shall not pack down or compress. (a�) ASI'M standard specifications F1292 (b) 120 times the acceleration ofgravity/Headinjur-y criteria 2. Particle Size: 3/4" nominal -l"+, steel content - product is 99.96/o steel frm 3. color - Redwood. PART 3 - EXE=10N 1. Ensure adequate drainage ofthe pits. All subgracles shall buo sloped to a positive drain at a minimum of`2%. Acceptable deesigns include but are not limited to the following: a. 31, tninitnum pea gravel with 1/4" per foot sioPe OfunderlYing base. Ensure water has flow path beyond retairiage structure. b, Prefabricated 4" slotted solid drain tiles. Contractor shall provide lengths asrequired to ensure water has a Bow Path beyondpit. c. French drain systern. Contractor shall provide lengths as required to ensure water has a flow path beyond pit. 4. Remove all existing surfacing materials such as sod, wood chips or gravel front the playground area. Remove any root, mall stones, or vegetation. 5, Install gandard landscape filter fabric over drainage medium, Filter shall be l000/apoi-yester nonwoven geotextile fabric, weight shall be minimum -3.5 ourices per square yard. Overlap all seathis 91, minimum. Cut and wrap, fabric around all p! ay structure support posts. 4. After preparing the area, rake the rubber mulch into place. It is suggested to use- paint or a permanent marker to place lines at a 6" height from the soil on the playground equi pment posts to maintain the correct , depth oftubber. Install rubber mulch to the proper depth, mounding in the high traffic areas to allow for displacement. Hand rake to a sinooth, finished surface. Install rubber wear mats (will be provided in Little Tike s equipment package) in excessive wear areas such as slide exits, under swings and sliding poles, SECTION 02900 - LANDSCAPING PART i - GENERAL 1. seeding of Lawn Areas- See Landscape Plan for locations: a. seed type shall be per the Site Plan. if not indicated, sted shall be as selected by the Owner's representative. b. Fertilizer shall be uniform in composition, free-flowing arid deliverecito the site unopened in original containers each bearing the manufacturer's guaranteed analysis and in conformity with state fertilizer laws, Fertilize at a rate in accordance with common trade practice. c. Prior toseeding, all vegetation which might interfere shall be mowed, grubbed, raked and die debris removed from the site. Seedbeds shall be thoroughly tilled to a deptbof at least six (6) inches. d. All seeding shall be done during a time of the year suitable for establishment of turf. Do not seed when wind velocity exceeds five (5) miles per hour. Distribute seed evenly over entire area by sowing equal quantity in two (2) directions at right angles to each other. Seed shall be sown at. a rate recommended by the seed suppli er. e. Maintain seed areas untilfinal acceptance by the owner. Maintenance shall consist of mowing, seeding and watering as necessary to maintain healthy turf, Any bare area larger than one foot square shall be rosecded at no cost to the Owner. f. warrant all seeded areas for a period of one year after final acceptance. Reseed all areas showing unsatisfactory grOwth at the end of the warranty period. 2. Sodding Of Lawn Areas --See Landscape Plan for locations: a. Variety of sod shall be per the site plan, or as selected by the Owner's representative. b, Sod shall be grown locally, strongly rooted andreasonably free of pernicious weeds and apparent disease. c. Fertilizer shall be Milorganite and shall be distributed uniformly at the rate recommended by manufacturer. Ille fertilizer shall be delivered to the site unopened in original containers, each bearing the ithanufacturer's guaranteed analysis and in conformity With state fertilizer laws. d. Prior to sodding, all vegetation which might interfere shall be mowed, grubb4 raked and the debris removed from the site, Area then shall be thoroughly tilled to a depth of at least. ,six (6) inches. t. Sod strips twelve .(12) to eighteen (I 8) inches wide shall be laid smoothly, edge to edgt, and with staggeredjoint. The sod shall be watered immediately after laying and rolled to the propeT grade within forty eight (48) hours after harvesting. Onslopes, = 11 4 2 6 C"3- _,� (3 121 . -,- Cc: E3a C " :5 0 0 M 13 :n �_ L. .9 C 4) 4 22) 0 � ,� E 16 _�� -6 -�:! "O ") L -W C C o I S ') ') .S 0 U, - 13 C L IL C 0.0 0-- 0 0 -1 'D -S 0 0) - 01 L '3 "a �_ Q__ 0--C 4) � JZ 0 0 �� L M q) : 4A M& I,n) 2_1 I i 8 ") C V) 13 .0 -W M - *1b � "t :01 -C :� a - fi tn U) (� q) - 0 �R ,)2 0) :5 ,� 2 13 :n,z a- - m 0 - 8 4T8 -0 It i _f__ L L C - 0 0 6 .R 13 0 al a- r- (3 N 0 .9 C -S- L. o -, �'Z I Q -Zi Z) 0 C 0 %.) 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CARMEL, IN 46052 �BuIlGling Type: IN -2013-5 Provflnq Title. 5PEGIFIGATION5 Dote: Drn: 5TAFF b/lcl/2013 C,kd: MDF Drav4ing Number: Ao-2 Revisions: bid & permit set 4 11 9 J # 0 9 6 6 the sodding shall begin at the bottom and progress upward with strips laid transverse to the flow of water. f Maintain sodded areas until final acceptance by Owner. Maintenance shall consist of mowing, weeding and watering as necessary to maintain healthy turf. Any dead or deficient sod shall be removed and replaced. g. Warrant all sodded areas for a period of (1) one year after final acceptance. Resod all areas deemed unsatisfactory at the end of the warranty period. 3. Planting Of Trees, Shrubs and Ground Cover: a. Provide trees, shrubs and ground cover complying with the recommendations and requirements of ANSI 260.1 "Standard for Nursery Stock" and as further specified b. Fertilizer shall be uniform in composition, free-flowing and delivered to the site unopened in original containers each bearing the manufacturer's guaranteed analysis and in conformity with state fertilizer laws. c. Peat shall be free from lumps, roots, woody material and stones or other foreign matter and shall contain no less than ninety (90) percent organic matter by weight on an oven -dry basis. Peat moss shall be free of mineral matter harmful to plant life, water -absorbing capacity to 1,100 to 2,000 percent; moisture content thirty (30%) percent natural; acid reaction four (4) to five (5) pH. d Provide stakes which are straight, sound, rough sawn, not less than two (2) inches if square, or two and one-half (2-1/2) inches in diameter if round and eight (8) feet long. Provide wire ties and guys of 2 -strand twisted, pliable galvanized iron wire not lighter than twelve (12) gallons. Provide new 2 -ply garden hose not less than one-half (112") inch in diameter. e. Mulch shall be medium size, dried redwood bark chips or equal. Spread evenly to a thickness of two (2) inches in tree and shrub saucers and in ground cover planting beds. f Weed barrier fabric shall be 30 -mil, multi -use woven flat ribbon polyprophlene (black) yam with a facing of polypropylene, needle -punched fiber. Weed barrier fabric shall be designed to assure positive permeability, strength and durability. WEED BARRIER SHALL BE APPLIED IN ALL ROCK OR BARK LANDSCAPED AREAS. g. Wrapping material for tree trunks shall be two (2) thicknesses of crinkled paper, cemented together with bituminous material. Wrapping material shall be strips three (3) to five (5) inches wide, having qualities to resist insect infestation. h. Topsoil shall be a natural, friable topsoil, representative of productive soil s in the vicinity. It shall be obtained from well - drained areas, free of subsoil, foreign matter, toxic substances and any harmful material. i. Plant trees, shrubs and ground covers during normal season for such work. Do not plant in frozen ground j. Provide fertilizer, humus and other soil amendments of a type which are known to improve the pH condition of the soils for the particular plant material to be planted Mix peat humus with topsoil in the ratio 1:3 for use in planting. k. Prune, thin out and shape trees, shrubs and ground covers in accordance with standard horticultural practice. 1. Maintain plant material until final acceptance by the Owner. Maintenance shall consist of spraying, pruning, watering and weeding as required for healthy growth. Any plant material found to be dead or in a unhealthy condition shall be removed and replaced. in. Warrant all plantings for a period of one (1) year after final acceptance. At the end of the warranty period dead and deficient material will be removed and replaced at no cost to the owner. 4. Installation of Erosion Control Fabric: a. Fabric shall be "Soil Saver" as is distributed by Jim Walls Company in Dallas, Texas (214) 239-8577; or "Curlex Blankets" as is distributed by American Excelsior Company in North Kansas City, Missouri (8 16) 842-3034; or approved equal. b. Staples shall be #11 gauge steel wire formed into a "U" shape, six (6) inches long. c. Fabric shall be rolled out in place. Fabric shall be applied without stretching and shall lie smoothly, but loosely on the soil surface. d The Contractor shall refer to the Drawings for details of fabric fastening. e. It is intended that non -seeded areas indicated on the Drawings to be protected from erosion be left unprotected 'Therefore, application of the erosion control fabric shall occur the same day that the seeding of an area has taken place. f. Fabric shall completely cover all areas which are shown on the Drawings to be protected from erosion. After fabric installation the entire area shall be rolled with a smooth roller weighing between 200 to 250 pounds. After rolling, the fabric shall be in intimate contact with the soil surface at all points. Any clods, etc. which hold the fabric off the ground should be removed The fabric shall be forced down into any depressions and held there with a staple. DIVISION 3 - CONCRETE SECTION 03010 - POURED -IN-PLACE CONCRETE PART 1 -GENERAL 1. All footings shall be in undisturbed soil or compacted and tested fill. Elevations on plan are minimum depths. 2. Provide concrete testing in compliance with ASTM C 172-C31. Provide one slump test per ASTM C 143 for each load of concrete at the point of discharge. Provide one air content test for each compressive strength test. Provide three compressive strength tests per ASTM C 39 for each 50 cu.yds.or fraction thereof. Test one specimen at 7 days, one specimen tested at 28 days, and one retained for later testing if required All costs of testing shall be bome by the Contractor. Results of the tests shall be reported by the laboratory directly to the Architect. If a test indicates strength less than desired, additional testing shall be ordered at the Contractor's cost at the direction of the Architect. If results are still unsatisfactory, those portions of the structure shall be removed and replaced, or reinforced at the direction of the Architect at the Contractor's expense. PART2-PRODUCTS 1. Strength: 3,000 psi at 28 days per ASTM C-31 and C-39. Provide a minimum 470 pounds of cementitious material per cubic yard 2. Strength: a. Footings: 3000 psi, 2" to 4" slump. b. Slabs on Grade: 3000 psi, 2" to 4" slump. c. Concrete shall be air -entrained in conformance to Section 4.2.2.4 of ACI 301 for durability. 3. Cement: ASTM C-150 types I & H. 4. Water: Potable, with a max slump of eight (8) inches for block fill, three (3) inches plus or minus one (1) inch for slabs on grade and four (4) inches plus or minus one (1) inch for all other concrete. 5. Aggregates: ASTM C-33 one inch maximum size 1-112" for footings and 314" maximum for all other except that local aggregates which have been proven by tests and actual service may be used when approved by the Architect. 6. Concrete shall be transit mixed in compliance with ACI 301, 304, 318 and ASTM C94. Air entrainment shall be per ASTM C- 260. 7. Admixtures: Air Entraining Agent shall be neutralized vinsol resin conforming to ASTM C-260. Water Reducing Agent shall be Pozzolith by Master Builders Co. conforming to ASTM C-494 or egRal. Admixtures may not be used without prior approval of the Architect. Admixtures to increase the workability of the concrete shall not reduce the strength of the concrete. S. Reinforcing Bars: ASTM A615, Grade 60 with deformations conforming to ASTM A615 -60. All 93 bars, stirrups and ti es shall be minimum Grade 40. Welded rebar shall be Grade 706 welded in accordance with AWS D 1.4. Detailing, fabrication, and erection of reinforcing bars shall follow the ACI Manual of Standard Practice for Detailing Reinforced Concrete Structures, ACI 315 - latest edition. All reinforcing shall be held securely above the ground All vertical steel shall be centered unless noted otherwise, and shall be adequately tied top and bottom. All rebar bends shall be made cold Lap all bars 24 diameters. 9. Protective cover for steel shall be three (3) inches bottom and sides of dirt trenches, two (2) inches top exposed to weather. 10. Welded Wire Mesh: ASTM A 185, all slabs unless indicated otherwise. Wire mesh shall be supported with brick baits laying flat on a T by T grid. It is intended and required the mesh be in the top or center portions of the slab. Lap mesh 6 inches or one full mesh, whichever is greater. 11. Formwork: All wood forms shall be free from defects when concrete is exposed All wood forms and stakes shall be completely removed 12. Granul ar/Porous Fill: Crushed limestone or river gravel, three quarter (3/4) inch to one and one-half (1-112) inches. Clean coarse grained sand, free from clay, loam, or other organic matter maybe used if approved by the Owner. 13. Vapor Barrier: 6 -mil thick plain polyethylene sheeting. Lap end and side joints six (6) inches and completely seal j oints and ALL penetrations. Install over granular fill, unless otherwise indicated by Subsurface Investigation Report. 14. Where slabs abutt vertical surfaces, provide one-half (1/2) inch pre - moulded expansion joint in compliance with ASTM D1751. 15. ALL projecting corners, horizontal and vertical, including all slab and flatwork, shall have a N411 charnfer for child safety. 16. No conduits placed in the slab shall have an outside diameter greater than 113 the thickness of the slab. No conduit shall be embedded in a slab that is less than 3-1/2" thick except for local offsets. Minimum clear distance between conduits shall be 6". PART3 EXECUTION 1. Concrete shall not be placed on muddy or frozen ground. Interior slabs on grade shall not be placed until all danger of frost has passed. Before pouring against set concrete, the hardened surface shall be carefully cleaned and wetted. 2. Notify testing agency a minimum of 24 hours before commencement of operations. 3. Finish: Floor slab shall be steel troweled to a smooth plain surface, free of score marks, grooves, and depressions. Variations in surface shall not be more than one-quarter (114) inch in twelve (12) feet. When concrete has set sufficiently to ring under the trowel, it shall be given a second troweling to produce a smooth dense surface. The application of additional cement or "dryer" is expressly prohibited. 74. Protect concrete against frost, wind, rain, ice, and rapid drying. Keep moist for at least seven days after placing. During this period the concrete shall be maintained at temperatures between 50 deg. and 80deg. F. Floor shall be cured by wetting and covering with sand or six (6) aril visqueen, or apply Sonneborne liquid curing compound or equal. Temperature shall be maintained by placing sheet insulation over the slab. 5. Saw cut concrete within 24 hours of placing, cut 1/4" deep. 6. Cold Weather Concrete: When the air temperature is 40 deg. or below or expected to drop below 40deg. within 24 hours of placement, the following precautions shall be taken: a. Adequately heat all material. No frozen ingredients shall be used b. Temperature of the delivered concrete shall be 70deg. +/- 10 deg. F. c. Concrete shall not come into contact with frozen ground or forms. d Concrete when placed shall have a slump not to exceed four inches. e. During placing and finishing, concrete shall be maintained at a temperature of 50 degrees F. or above, but not more than 80 degrees. f. Troweling shall be delayed in order to avoid bringing an excess of fines to the surface. g. During placement andfinishing, slabs shall be protected from wind to prevent loss of heat and rapid drying. h. Sudden cooling of ambient air temperature in excess of 20 degrees F. in any 24 hour period shall not be allowed During this period the concrete shall not be allowed to drop to a temperature below 40 degrees. i. Newly finished flatwork shall be covered and protected during cold weather for at least 14 days against exposure to rain, sleet and ice. j. During the entire protection period, adequate means shall be provided to prevent loss of moisture from the concrete surface. 7. Hot Weather Concrete: When the air temperature is above 80 degrees or is forecast to rise above that temperature within 24 hours of placement, the following precautions shall be taken: a. Stockpiled aggregates shall be saturated and the surface kept moist by intermittent sprinkling or continuous fog spray. b. Mixing water shall be kept cool. c. When necessary to produce and maintain concrete at an acceptable temperature, chopped or crushed ice up to a limit of 50% of the required water may be added at a rate and in a manner that it will be completely melted during the mixing period d The cement factor required by the design mix shall be increased as necessary to maintain the specified water- cement ratio whenever additional water is added to compensate for loss of slump during transportation, handling, or placing. e. Retarding admixtures may be added with the approval of the Architect. f. Temperature of the concrete when placed shall not exceed 85 degrees. g. Forms, reinforcing, and subgrade shall be wetted immediately before concrete is placed Wetting down areas around the pour is recommended to reduce air temperature and increase humidity. h. Placing and finishing shall be done as quickly as possible. Adequate manpower and equipment shall be available to handle and place the concrete immediately after its mixing or delivery to the site of the work. i. Concrete shall be placed to avoid cold joints. j. In extremely hot weather, or in very dry and/or windy weather, sunshades, wind breaks or fog nozzles, or a combination of such items, will be required during flat slab operations. k. Concrete shall be kept cool and moist during the curing period Initial curing media shall be placedwithin 20 minutes of final finishing of each area. S. Form Removal: Forms shall be removed without damage to concrete. The time of removal shall be governed by the weather and local conditions, but shall generally stay in place a minimum of four days. 9. After form removal, rub smooth and knock off rough places, Cutout all loose and honeycombed concrete to solid concrete; fill all voids with cement mortar, rub to match adjacent surfaces, and completely conceal. There shall be no sharp edges present on any concrete flatwork. DIVISION 4 - MASONRY SECTION 04200 - CONCRETE MASONRY UNITS PART 1 -GENERAL 1. Manufacturer: Obtain units from one manufacturer, of uniform texture and color for each kind required. 2. Craftsmanship: All masonry shall be made waterproof by quality craftsmanship and installation of the specified materials. 3. Shipping: All masonry units shall be packaged, shipped and transported in a manner to minimize chipping and damage to the units. All units damaged in transit shall not be incorporated into the finally exposed walls. 4. Coordination: The design calls for close tolerances at all window and door openings and at certain design features. Consult the drawings and coordinate the masonry construction with masons and other trades. 5. Protection: The tops of all walls and all completed walls shall be covered at night and at all times of precipitation to prevent water snow or ice from entering the wall cavity or from damaging the exterior surface. All protections shall be heldfirmly in place against wind displacement. 6. Cold Weather Precautions: Do not lay masonry in less than 40 degree F. or expected lower temperatures unless suitable means are provided to heat the materials and to protect the uncured mortar from frost damage. No antifreeze compounds or calcium chloride may be added to the mortar at any time. Remove slow and ice from all previously laid masonry by elevating the temperature of the air around it, do not heat the masonry directly. Consult Architect and/or Construction Manager for protection/heating requirements if masonry is to be laid in colder than 40 degree F. weather. If ice crystals form on the surface of the mortar during the tooling and compressing stage, rake the mortar out to a depth of 112" and cover wall. When air temperatures recover above 40 degrees F. and will not fall below 32 degrees F. again within 12 hours, tuck point the raked joint with fresh mortar, tool and compress. 7. Hot Weather Protection: If the job site air temperature is above 80 degrees F. during the work day, mortar shall be placed in final position within one hour after mixing. PART2-PRODUCTS 1. Concrete Masonry Units: ASTM C90, Grade N, Type I load bearing moisture controlled units or as called for on drawings. Solid units ASTM C145 or C55. Size: eight (8) inches by sixteen (16) inches nominal face dimension by thickness as indicated Provide fire rated units where indicated on the Drawings. Drying shrinkage shall not exceed 0.10 per cent for normal weight units as determined by ASTM 0126, latest addition. 2. Provide j amb and end units, bond beams, half units, solid units, pilaster blocks, and other special units as required for a complete installation. All cells in retaining walls shall be filled solid with grout. All cells containing rebar shall be filled with concrete fill, and shall not contain conduit or electrical boxes. Bond beams shall be constructed of double open ended bond beam block with reinforcing bar(s). 3. Normal weight aggregates shall conform to ASTM C33. 4. Lightweight aggregates shall conform to ASTM C331 5. Drying shrinkage shall not exceed 0.10 percent for normal weight units as determined by ASTM C426, latest addition. 6. Mortar: Type M for masonry in contact with the earth and for filling concrete block, Type S for exposed masonry walls. one (1) part Portland cement, one-quarter (1 /4) part hydrated lime, and not less than 2-1/4 or more than three times the sum of the volumes of the cements and lime used for sand. No antifreeze liquid, salts or other substances shall be used in the mortar or grout to lower the freezing point. Mortar color shall be medium gray or as per Exterior Color Schedule. Compressive strength of the mortar at 28 days shall be: a. Type M - 2500 psi b. Type S - 2000 psi 7. Water Mortar: Where masonry will be subj ect to excessive moisture or normal hydrestatic pressures (i. e. below grade, retaining walls) a water mortar such as Hydrocide Powder, a product of Sonnebom- Rexnord, shall be added to the mortar per the manufacturer's recommendations. 8. All bond beams, filled horizontal elements, vertically reinforced masonry block cells and similar conditions shall be filled with 3,000 psi concrete, not mortar, or as called for on the Structural drawings. Aggregate size shall be 3/8" or 112" at the Contractor's option. 9. Flashing: 45 mil curedEDPM. Lap all joints 12". 10. Bond breaker strip: 15# asphalt roofing felt ASTM D226. 11. Pre -moulded control joint strips: Solid rubber designed to fit standard block and maintain lateral stability. PART 3 - EXECUTION 1. Preparation: Layout and course all masonry to conform with the drawings and the various elements to be incorporated Establish locations of all anchors, ties, reinforcing, lintels, etc. and coordinate with other trades. No exposed cut ends will be allowed No cores shall be exposed, use a solid unit with facing. 2. Do not wet concrete masonry units. 3. Face units in vertical walls shall be laid in a standard running bond, except as specifically noted on the drawings. Exposed masonry shall be Iain with vertical joints plumb and aligned. 4. Joints: Shall be nominal 3/8" wide vertically and horizontally. Joints on all exposed masonry shall be tooled and compressed concave. When mortar is thumbprint hard, use a round jointer/tooler to produce j oint. Mortar shall be hard and firmly compressed Shrinkage and other type cracks will not be acceptable and must be repaired in an approved manner. Joints shall be weather tight. Where fresh masonry joins partially set masonry, remove loose units and mortar, clean and lightly wet contact surfaces. Stop horizontal runs by racking back one half (1/2) unit in each course. Toothing shall not be permitted. 5. Mortar d.•oppings shall be removed as they occur, and shall not be allowed to harden on exposed faces. Do not allow mortar to drop into the empty cells. 6. Control joints shall occur at a minimum of 30 feet on center at exterior wall and 4O feet on center at interior partitions. Locations for control j oints shall be as located on drawings or as approved by Architect in the field Control joints shall consist of units laid to a plumb, tru thru wall vertical joint with permolded rubber separator and sealant on each side. Horizontal reinforcing shall be cut at the joints. 7. Weepholes: Provide rope wicks, trimmed flush at 32" o.c. Rope wicks shall be untreated cotton or fiberglass rope with a diameter of not less than 3116" nor greater than 1/4" diameter. Wicks shall extend 8" vertically in a void cavity. Hold in place with duct tape. Keep cavity free of mortar droppings. S. Installation: Install masonry plumb and true to lines in all directions. Discard all units that are not within tolerance as to size or shape, are chipped, or off color. Install units with finished face out. Do not pound or hammer to fit units after they are in position. When adjustment must be made after mortar has begun to set, remove mortar and replace it with fresh. Do not allow mortar to harden on the finally exposed portions of the work. Lay CMU in a running bond, with full head and bed joints. All joints shall be uniform in width and thickness. Place horizontal joint reinforcement continuous on top of the first course at bottom of the wall. 9. Reinforcing: Reference drawings for masonry columns, vertically reinforced walls and wall stiffeners. Concrete for vertical reinforced masonry shall be rod vibrated as placed. Lifts shall not exceed V-8" and the lift shall stop 1-1/2" below the top of the course to form a key at pour joints.. All vertical reinforcing shall be continuous thru horizontal bond beams at all Ic rations unless noted otherwise on drawings. All reinforcing shall be rust free and lapped 40 diameters minimum. Hold in place with wire anchors or chairs when filling. Where reinforcement is not detailed, provide one #5 at all sides of and adjacent to every opening ' which exceeds 24 iii either direction. Extend verb cal reinforcement full height of wall and horizontal reinforcement 24" beyond each side of opening 10. CMU reinforcing shall truss type, hot dipped galvanized, cold drawn steel conforming to ANSI/ASTM A82. Install at 1611o.c. starting with the top face of the first course unless noted otherwise on drawings. Ends shall be lapped 16". Provide preformed corner bracing and lap 24". 11. Cleaning: Masonry shall be cleaned upon completion of all work. Masonry cement shall be cleaned from windows, doors, concrete and other materials. Point up exposed masonry voids, cracks, and surface imperfections. Use water and a stiff wire brush to clean off excess mortar. Do no strike off sirrface mortar with metallic objects as this may spall off the finished face of the unit causing it to be replaced. Masonry cleaning products to be applied according to manufacturer's directions. Any solution used shall be acid and efflorescent free, similar to Sure-Klean as manufactured by ProSoCo, Inc. Wash off all traces of cleaning agent when complete andflood surface to remove all contaminates. SECTION 04300 -BRICK MASONRY PART 1 - GENERAL 1. General: All exposed and concealed masonry shall be installed in accordance with applicable sections of the Brick Institute of America and Structural Clay Products Institute "Technical Notes", latest editions. 2. Craftsmanship: All brick shall be made waterproof by quality craftsmanship and installation of the specified materials. 3. Shipping: All brick shall be packaged, shipped and transported in a manner to minimize chipping and damage to the units. All units damaged in transit shall not be incorporated into the finally exposed walls. 4. Coordination: The design calls for close tolerances at all window and door openings and at certain design features. Consult the drawings and coordinate the masonry construction with masons and other trades. 5. Protection: The tops of all walls and all completed walls shall be covered at night and at all times of precipitation to prevent water snow or ice from entering the wall cavity or from damaging the exterior surface. All protections shall be held firmly in place against wind displacement. 6. Cold Weather Precautions: Do not lay brick in less than 40 degree F. or expected lower temperatures unless suitable means are provided to heat the materials and to protect the uncured mortar from frost damage. No antifreeze compounds or calcium chloride may be added to the mortar at any time. Remove snow and ice from all previously tai d masonry by elevating the temperature of the air around it, do not heat the masonry directly. Consult Architect for protection/heating requirements if hick is to be laid in colder than 40 degree F. weather. If ice crystals form on the surface of the mortar during the tooling and compressing stage, rake the mortar out to a depth of 112" and cover wall. When air temperatures recover above 40 degrees F. and will not fall below 32 degrees F. again within 12 hours, tuck point the raked j oint with fresh mortar, tool and compress. 7. Hot Weather Protection: All brick units shall be dampened to prevent pre -hydration of the contact surfaces between the brick and mortar in conformance with the Structural Clay Products Institute recommendations If the job site air temperature is above 80 degrees F. during the work day, mortar shall be placed in final position within one hour after mixing. PART 2 - PRODUCTS 1. Brick: ASTM C-216, Grade SW, Type FBS, standard modular face brick size. (2-518"x4"x8") . See Exterior Color Schedule for brick manufacturer and color. 2. Mortar: Type M for masonry in contact with the earth and for filling concrete block, Type S for exposed masonry walls. one (1) part Portland cement, one-quarter (114) part hydrated lime, and not less than 2-1/4 or more than three times the sum of the volumes of the cements and lime usedfor sand Mortar color per Exterior Color Schedule. Compressive strength of the mortar at 28 days shall be: a. Type M - 2500 psi b. Type S - 2000 psi 3. Water Mortar: Where masonry will be subject to excessive moisture or normal hydrostatic pressures (i.e. below grade, retaining walls) a water mortar such as Hydrocide Powder, a product of Sonnebom- Rexnord, shall be added to the mortar per the manufacturer's recommendations. 4. Base Flashing: 30-50 mil PVC. PART 3 - EXECUTION 1. Preparation: Layout and course all brick to conform with the drawings and the various elements to be incorporated Establish locations of all anchors, ties, reinforcing, lintels, etc. and coordinate with other trades. No exposed cut ends will be allowed No cores shall be exposed, use a solid brick with facing. 2. Wetting: Wet brick so the absorption rate does not exceed ASTM C- 67 standards. When the air temperature is very hot and dry, or moderately hot and windy, wet the brick several times to insure all the bricks have been wetted 'Ibis shall be done several hours ahead of usage so the brick has no surface water, but the absorption rate has been reduced to prevent sucking the water out of the mortar mixture. 3. Face units in vertical walls shall be laid in a standard running bond, except as specifically noted on the drawings. Window sills shall be laid rowlock, or as called for on the drawings. Exposed brick shall be lain with vertical joints plumb and aligned. 4. Joints: Shall be nominal 3/8" wide vertically and horizontally. Joints on all exposed masonry shall be standard tooled and compressed concave. When mortar is thumbprint hard, use a round jointerltooler to produce j oint. Mortar shall be hard and firmly compressed 5. Joining: Where fresh masonryjoins partially set masonry, remove loose bricks and mortar, clean and lightly wet contact surfaces. Stop horizontal runs by racking back one half (1/2) unit in each course. Toothing shall not be permitted. 6. Thru-Wall Base Flashing: Install thru-wall flashing behind the sheathing as shown on the drawings and extend up 8" between the back face of the stud and the back face of the sheathing. Overlap 4" minimum and seal with compatible mastic. Any cavity space below the flashing at the wall base shall be completely filled with mortar. A thin bed of mortar or a comparable mastic shall be spread onto the brick before the flashing is set in place. Extend flashing atop bottom ledge and trim flush to outside face of brick to conceal. 7. Weepholes: rope wicks, trimmed flush at 24" o.c. Rope wicks shall be untreated cotton or fiberglass rope with a diameter of not less than 3116" nor greater than 1/4" diameter. Wicks shall extend 8" vertically in the cavity. Hold in place with duct tape. Keep cavity between sheathing and brick free of mortar droppings. 8. Installation: Install brick plumb and true to lines in all directions. Discard all bricks that are not within tolerance as to size or shape, are chipped, or off color. Install brick with finished face out. Do not pound or hammer to fit units after they are in position. When adjustment must be made after mortar has begun to set, remove mortar and replace it with fresh. Remove mortar dropping on the face of all exposed bricks as they occur. Do not allow mortar to harden on the finally exposed portions of the work. 9. Reinforcing: Ties shall be equal to National Wire #700 Corrugated Lateral Support Anchors, 12 gauge, 1.25" wide, with pre -formed attachment holes, hot dipped galvanized steel, length as required to provide proper attachment to the wall, and a 518" weather coverage. Spacing shall be 16" maximum o.c. horizontally, and 16" o.c. vertically commencing 8" above the start of the first course and 12"o.c. around all openings. 10. Cleaning: Brick shall be cleaned upon completion of all brick work. Masonry cement shall be cleaned from windows, doors, concrete and other materials. Point up exposed masonry voids, cracks, and surface imperfections. Use water and a stiff wire brush to clean off excess mortar. Do no strike off surface mortar with metallic objects as this may spall off the finished face of the brick causing it to be replaced Masonry cleaning products to be applied according to manufacturer's directions. Any solution used shall be acid and efflorescent free, similar to Sure-Klean as manufactured by ProSoCo, Inc. Wash off all traces of cleaning agent when complete and flood surface to remove all contaminates. SECTION 04435 - CAST STONE PART 1 -INSTALLER 1. Installer shall be a firm which has specialized in the installation of types of cast stone work required for project for minimum of tem (10) years, and which is acceptable to cast stone manufacturer. 2. Transport, handle, and protect the work in a manner to avoid chipping, cracking, marring, or soiling. 3. Warrant the cast stone work against deterioration or developing surface defects that would detract from its appearance for a period of ten (10) years from date of acceptance. PART 2 - PRODUCTS 1. CAST STONE a. Cast stone shall develop a minimum compressive strength of 6,500 psi when tested in accordance with ASTM C 39. Water absorption of concrete shall be not more than 5 percent when tested in accordance with ASTM C 97. b. Exposed surfaces shall be composed of white cement and aggregates selected to produce specified colors. c. Color and Texture: Smooth, natural white color. 2. CAST STONE MATERIALS a. In order to minimize variations in appearance or color, do not change the source of cement, aggregates, or water for the duration of the job. b. Materials shall be free of salts, chertz, expansive clays or other deleterious materials. c. Portland Cement -ASTM C 150, Type 1. d. Lime - ASTM C 207, Type S. e. Sand -Natural Sand, ASTM C 144. f. Colors - Mineral oxide pigments, guaranteed to be sunfast and limeproof. S. Water -Clean and free from injurious and deleterious substances. 3. ACCESSORY MATERIALS a. Reinforcing - Steel reinforcing bars conforming to ASTM A 615 galvanized b. Dowels - 1� inch diameter, 5 inches long, Type 302 or 304 stainless steel. Provide minimum two (2) dowels per strong. c. Setting buttons -Lead of plastic, non -staining to cast stone, sized to suit joint thicknesses and bed depths. d. Plastic tubing - Medium density polyethylene, outside diameter 1/4 inch, lengths required to extend between exterior face of stone and cavity behind e. Cramps and anchors - Stainless steel, configurations as indicated, with additional attachment devices if recommended by cast stone manufacturer. f. Flashing - As specified or shown on drawings. 4. FABRICATION a. Concrete Mixing 1. Keep cement content at a minimum to prevent shrinkage cracking. 2. Keep water/cement ratio to a minimum. 3. Mix concrete in such a manner that all ingredients will be distributed evenly throughout the mix. 4. Mix materials in proportion to weight. 5. Add no admixtures to concrete unless specifically approved. 6. Entrain air at rates recommended by PCI. b. Forms 1. Construct fomes using materials that will result in units having sharp edges, dimensional accuracy, and uniformity of shape and texture. Provide bracing and reinforcing sufficient to withstand stresses caused by handling. 2. Thoroughly clean form faces after each casting operation. Non -staining for release agent maybe used to coat the forms to aid in stripping. c. Casting 1. Prior to casting, clean reinforcement of loose rust, scale, oil, grease or other coatings that might impair the bond 2. Cast units to size and shape indicated, with edges sharp, straight, square, and flat surfaces in true plane. 3. Form -cure the work for a minimum of 20 hours and keep wet continuously for minimum of six (6) days after being removed from the forms. Control temperature during the curing period at 70 degrees F with humidity of at least 80 percent. Following this curing period, allow the units to dry for minimum of four (4) days before shipping to the job site. 4. The casting, bowing, warping, and dimensional tolerances for work shall be as follows: a. Over Dimensions -Phis "0" inch, minus 1/8 inch. 5. Bowing or Warpage - Not to exceed 1/4 inch in any direction. PART 3 - EXECUTION 1. PREPARATION a. Furnish to installers of other work, items to be built into such work for anchoring, supporting and flashing of cast stone. Furnish drawings or templates showing locations of items furnished. 2. INSTALLATION a. Do not install damaged stones. b. Do not lay cast stone when air temperature is below 40 degrees F and falling. c. Install and adjust anchors, supports, fasteners and other attachment indicated or necessary to secure stones accurately in locations with uniform j ants and with edges and faces aligned. Install all cast stone work with anchors except where only masonry bond indicated. d. Anchor each coping stone securely using stainless steel dowels, minimum two (2) dowels per stone. e. Support each stone other than coping stones with both gravity and lateral anchors. Provide a minimum of four (4) anchors for panels up to 12 square feet and two (2) additional anchors for each additional 8 square feet of surface area. Attach anchors securely to stones and to back-up surfaces. f. For stones supported on clip or continuous angles, set stones in bed of mortar using setting buttons. Maintain joint between =1 11Z C 2 `o -,-� :0 a�13 0M 0� rt�md0 V L� O yam; -o 0 u -9d) -0a l l 10 � m- V L��m0pi 22 4) Q 4$ m o. S ) C 0 � O� C9 - 4)1 Nis 2 �Oa�a= S 0LLC�i 01) mb3 o l\ M O O C L 5 v Ia 1.)'M 6�'��L m5Q�Ea I I_ 1Ec maga I O O s 6 Q a v V I C C L D (3 1L Ng c V) N O m 6 U 0 6 U_ p� N O � N L. O� LQ v 0 -,, t N K � t M O z\1Zv -C < DL m Q CL 1MR0 sCH0& Q. N>_LO ._ Q U N_ -C Leo CA V QWcoM � a- M <T <c00) -C_ In N ¢ c) (? co q U E >; w ? L @ V) > Tf � '� cm (V aw��`oCn -0 Q�Q �� r � .... L T_ L U r �� t " 1. �" I le �\a\x \ �,NI Vii. J11 . z ( * I . ..� X� � k , r'' 4 z � "., I ELECTRONIC SEAL 4 SIGNATURE Site: PRIMROSE 50HOOL at VE5T CARMEL 3738-3746 1N. g8th St. CARMEL, IN 46032 Building Type: N-2015-5 Drawing Title: 5PEG I E I GATI ON5 Date: Drn: STAFF 8/1Q12013 Gkd: MDP Drawing Number: A03 Revi51an5: bid & permit set kv = 11 I, - I: 0 C ,Q- _,-� (3 0, . -,- ED- , " 3 K3 c: �)_ E : 5 ,O) 0 S ,- C E , D , 0 "D 0: T C. .r- -r- -63 -,�-,, . 0 0 -C'a = -0 c: Q 0 0 7- S -S a U, - a c: L C 0.01 0 0 I U, :E 13 0) - 0 13 al 0 L '3 .U, �1 a_ a -.r- 4) � 0') lb 2 -2 L U) q) . C Q 4) fi 11) mo -C 8 �' M 0 0.0 4J M co C , 0 � 06 :01 -C �' a- - 4) k q) �i 11) " .0 th I Z 2 M 0 _W "- C (n 0 :n,Q 13- 'a 0 - = 6 'T ICS -0 L ! S_ f- C - M %n as() o 01 C Q 5 0 r- 0 C - -C 1--.9.&3 %) X a-.3 ,J %3) 0 C 0 0 0 N L � -- � - _10 Z 'O Z 13 L 13 S- 0 4) , L Q_ d) _� � -. �_ fb Q_ 13 LL F_ 0 � � (E Ss (3 M C (3 0 a- _�::: -0 E �') 0 U 0 ki) � M .9 C .T 13 q _&_� _F_ ) 0 �5 0 - C U_ M �) 13 q) L. M M L M Q 0 -6 U_ .9 L 0 (3 0 -j�, N -6 - L. 0 -5 �_ -0 0 @Q -C q) o M0 0 -6, � E � A -Z 4) K M 4) 8 - C) L. Z: 0 �_ Z Q =1 L 7- x a- E < 0**Z Q Q L - M < 0 OL 11� (�) I CL .� - -6- - 0 (D >- E I 1 1.5.8 All coverages shall include the owner as an additional struction site, based on the agreed upon 3, When it rains on the con. I 6. Pumping: ne Contractor shall promptly remove all water in excavations, trenches, etc. at any time during the progxess of the work and a. The job shall commence upon Architect's authorization to , Products of equal qaality may besubstitutedif approved by the I I . Architect to bidding. natnedinsuted and shall provide the owner with not less than 10 i precipitation records address (e) below), at any time dating the stanti at from notice to proceed to sub, he shall keep the premises free from standing water at all times unfit the (V jZ proceed. However, no con&uction shall begin unfit construction i contracts have been signed; and written notice by the Architect prior I 3.3.6 The Contractor, in undertaking this contract, is assumed to days advatice notice of the cancellation or material change to these policies. -lbese coverages shall continue,throughout the construction period completi on/ Certificate of occupancy, each separate rain event shall add completion of the work. DIVISION I BIDDING AND COTNTRACT DOCUNE NTS Lomroceed is p&en to the Contractor. Extensions will be have visited tile site and to havetaken into consideration all term of the contract, including any extensions made thereto. The day(s) to the contract time in the.following manner: I 2 considered orgy by the Owner if they are presented in written form for either commencement or completion of the building. It conditions that irdght affect this work. No consideration will be - � I I I given to any claim based upon a lack of knowledge of existing form of the policy for such insurance shall be acceptable to the owner, and such policy shall .be issued by a company acceptable a. Upto.25 inch ofprecipitation: no little will beaddedto the SECTION 01 70 0 - GENERAL REQUIRENIENTS/PROJECT SECTION 00100 INVITATION TO BID is the intent of the Owner to proceed with the start of construction as quicIdy as possible within the aforementioned � conditions. except where contract documents make definite provisions for a(§ustment.of the cost due to conditions which I to the owner. contract. precipitation in a twenty-four b. From ,26 inch up to .5 0 inch of . - This document contains. instructions to bidders for the project named criteria. During construction, the Architect Will supply one (1) or the Contractor to form f cannot be readily ascertained at present. � 11.5.9 In any case of employees engagedin hazardous work under this contract not Protected under the. workman's i hourpenod- 1 (one) day will be added to the contract schedule. , c. Froni..51 inch to 1,00 inch of precipitation in a twenty-four CLOSEOUT 1. above. This bidding document is not part of the contract documents, set of plans in paper and electronic use, including all revisions. Additional construction sets may be 3.7.1 The- owner will attempt to secure the general building � compensationstatute, the contractor shall have adequate hour period 2 (two) days will be added to the contract schedule. 1 unless specifically referenced in the owner Contractor Agreement. purchased from the office of the Architect at cost. permit, health department approval, and fire department approval coverage provided for the protection of employees so engaged d. Over I inch of precipitation in a twenty -four hour period. 3 1. The following items are the responsibility of the, General Contractor to 2. To obtain bidding documents contact the Architect. 11. CONSTRUCTION PROGRESS REPORTS, Contractor awarded the � � before starting construction. Owner will pay for these Permits only, unless noted otherwise in the ContractDodMients. and not. otherwise protected I � 11.5.10 Provide ail umbrella liability policy with limits of not (three) days will be added to the contract schedule. Precipitation records to be obtained from the following address: � the owner prior to final acceptance: "Primrose Bid Fortif, before job shall supply the Architect and Owner with a written construction schedule within five (5) days of Notice to Proceed During the Work, 3.9.2 PROJECT SUPERVISION: Contractor will be responsible less than $1,000,000 to be excess of any other coverage hltp:f1www.wuR*M01aftd,c0W/w tll'ers,tatioa,'W,X-DailvHiston,- AIECHA5 a%)'!ID=KYAT a. Unrestricted Certificate of Occupancy. 3. Submissionofbids: Subrnit Document the time and date below. Late bids will not be considered. Submitbids & Architect with written daily contractor shall supply the owner work accompli shed orl reports on a weekly basis that indi cate -for providing proper, adequate and competentjob site supervision mid management of the proj ect, The owner reserves � � required Such coverage shall beat least as broad as the primary coverage above, with any excess umbrella layers written ona I 1 the testing, ac§u,.,ti,n,g, and balancing of b. Fire Marshal approval. c. Health Department Approval (as i -el ated to building items via email or fax and send origina I forms in sealed mid label ed envelopes the outside of the envelope. construction, the project during the week. Provide digital ph otos of all work underway. the right to remove any of the proj ectiob site supervision and or strict foil owing form basis over the primary umbrella, Allsuch 4. The Contractor shall provide the HVAC system. The exclusive independent, certifi 4 and national installedin the, kitchen, pantry, laundry and toilets as a part of the with the proj ect name and bidder's name on "Bid matiagew, ent, if owner .if under the opinion that the personnel in policies shall be endorsed to provide defense coverage I , T&B firm is Melink Corporation (no exceptions). The cost is S6,100. contract). Mark the envelope: endosed-Do not open." question is either not competent for the positi 011, andlor is not I obligations. 'Me General Contractor shall be responsible- for scheduling. the testing, 4, Due date and time of day: per Lid form, SECTION 00200 BID FORM satisf ying the requirements and standards of the project, as . 1 specified in the Contract Docu . ments. At a minimum, 2 I As and 13.8 Contractor shall promptly pay to owner all cob a4usting, and balancing directly with Melink Corporation at least 4 weeks 2. 'Me contractor will provide the following to Owner at the time of the Final Inspection: 5. The owner reserves the tight to r6ect or accept any or all bids, or to to Invitaton to Bid. � I superintendaut employed by the Contractor on-site 9 all times any work is occurring or deliveries are made. reasonable attorney fees incurred in connection with any legal acti on in which the owner prevails, in whole or in part, based on � - t in advance. Contactshawnda Holland at (513) 96�-'.7300 tx - 121 for scheduling. This work shall be performed after the HVAC system start-up a. Maintenance and equipment manuals (2 copies of each). enter into negotiations with any contractor. 1. Attached a breach of the contract or any other dispute arising out of or in and I before turnover to Operations, Gas and electric power nuistbe turned The b. Guarantees and warranties for each piece of equipment or 6. The Owner reserves the right to modify the contract documents and SECTION 00300 COST ITENUZATIOIN FORM 7.5 Overhead and profit for changes: 7.5.1 it is the intent of the owner, wherever possiblej to establish connection with the contract. 13.8.1 Itis mutually agreed that any legal action arising out ofor on, all doors and windows installed, and ceiling tiles in place. purpose Of testing, aciusting, and balancing the HVAC system is to ensue material installed that carries such. All guarantees and warranties shall extend from either the date of building acceptance by rebid the project, if necessary� to meet the Owner's budgetary include major materials and sub contracts as the cost or credit from a change in the work by a mutually � ill connection with this contract shall be filed and heard in the optimal performance, comfo it, and energy efficiency for the Owner's s service covers all heating and air-conditioning and exhaust benefit. Thi, owner or the date building is placedinto daily operation, not requirements. 1. Primrose form, shall all separate line item& Shall be submitted to the Architect within 48 hours of acceptable fixed price. It is hereby agreed that the allowance for i the overhead and profit combined included in the total cost to the j uri sdi ction,where the project is constructed. ventilation systems. A certified report will be submitted to the Owner f tation of the equipment -rom the date of instal c. A written guarantee front the Exterininator drawn in favor of SECTION 00110 INSTRUCTIONS TO BIDDERS acceptance of bid owner, shall be based upon the following schedule- I I � SECTION 01 110 GENERAL PROVISIONS wittlin 1-2 weeks of completion. 71he T&B work shall be completed in - accordance with die following checklist: the Owner for not less than one (1) year making good any damage caused by subterranean tertnites. SECTION 005M BID BOND A, To the contractor performing with own forces - not to exceed d. A list of all Subcontractors, including addresses and telephone 1. Bids entitledto consideration shall be filled out completely without 20% of the net additional cost. I 1. Definitions: The General Conditions of the Contract is to be amended a. General numbers, alterations or erasures. 1. Not required. B. To the subcontractor performing with own forces - Not to exceed 10% of the net. additional cost. to read as follows: 1. Inquire about any design, equipment, and installation e, Warrany on roof to owner. f. Material. Touchup paint and stains. one unopened can of 2. Each bid shall be made out on. a form, a copy of which will be attached . SECTION 00600 FORM OF CONTRACT C, Tothe contractor, not, to excecdlO% of the amount due a a. CWNER 'Primrose School Franchising Company's problems. 2, Compare installed system to mechanical plans. each. Two (2) percent of floor surfaces used to bid documents. Upon the request of owner after the bid opening, price , subcontractor. franchise owner- 3, Document. design specifications for report. 9. � h, State and'or local Fire Mardiall approval as applicable. br eakdowns will be submitted within forty-eight (48) hours. 1. AGREEMENT: The Agreement between owner and Contractor, shall 83.5 It is understood that the contract time will stop at b. CONTRACTOR: As used herein, refers to the Principal I I � foreman, and employees thereof 4. Ensure all fans are runningfor balance, 5. Measure initial building pressure. i, State and/or local Health D"ttrilent approval as applicable. 3. LEGAL CONDMONS; Bidders are notified to familiarize themselves include the following forms: Substantial Completion or the issuance of a Certificate of Contracto;:s, agents, j . A Certificate of occupancy or final building inspection report with the laws of the State and of all governing ordinance or codes of the I Contract "I be AIA Form A-101 Standard Occupancy, whichever is later. c. PRIMROSE: Where reflured. to, means: Prinff ose School b. Inspect the HVAC System by local building official as applicable. State., County or City, or other authority having jurisdi ction relating to the hours andprotection of labor, use ofstreets, protection against fire, and a. Con struction Form of Agreement between Owner and Contractor 2007 edition 9.3.1 3 Each monthly application for payment shall be . acc ompani e d by a rep ort as to the status of the work in rel ati on to Franchising Compauy� d. ARCELITECT: Children's Design Group -Mark D. Pavey, 6. Inspect units and document any dcli dencic��, SECTION 01710 - CLEAN-UP any other condtions which may be required. with modification as requiredby the lending institution. Acopy this document is available from the Owner upon written the progress schedule, and if behind schedule, What Steps are AIA - Architect, 11 14 Eagles Creek Way, Acworth, GA 30101 7, Record unit nameplate data. 4. EXAMINATION OF THE SrM: Before bidding, Ccatractor shall of request by a General Contractor bidding this project. being taken to regain lost firne. i (770) 485 -8496. 8, Check thermostats for proper wiring and setting& 9. Check for coff ect fan rotation (include condenser 1. Damage and Breakage: The Contractor shall be responsible for all jury to the building or equipment. The damage, breakage, or other in . xisting conditions under which examine the site and satisfy himself as to e, b. standard AIA Document Q701, most recent edition, "Change ety (90%) percent Of 9.3.1.4 On a date as set in the contract, nin � the value, based on contract prices, or labor and material I 2. Measurements: Before ordering any materials or doing any work, the his subcontractors shall verify all measurements at the fans). Contractor shall protect all aciacent property, roads, streets, curbs, he will have to operate in performing the work. No allowance shall be made subsequently for his failure to do so. - order'. I incorporatedinto the workand of materials suitablystored at the I contractor and building and be responsible for same. 'Itecontractor shall verify all 10, Check conditions of filters and coils. 1 1. Check position of outside air dampers. _s, etc, during construction operations, All damages shall be planting by the Contractor at hi s expense. c, Standard AIA Document G702 & G703, most recent edition, site. thereof up to thefirst day of that month, as estimated by the . gradcs,levels. lines and dimensions No extra charge will be allowed due 12. Check gas lines and condensate lines. repairedireplaced . 5, WrIHDRAWINGBIDS: Bids received after the time and date bid be "Application and Certificate for Payment" architect, less the aggregate of previous payments; and upon substantial corn etion of the entire, work, ninay (90111b) percent Pil to differences, in field and plan dimensions. Any differences shall be reported to the Architect for considerati on before proceeding. 13. Check belt tension and pulley alignment � d 2- Protection: The Contractor shall provide drop cloths, planks, runways, specified will be returned unopened to the Bidder. -Any may y703, most recent edition, d. Standard AIA Document C of die contract price, application for the remaining IGO/% to be 14. Check disconnect switches an covers. etc. to protect all fiWshed work from soiling, staining, or damage. The withdrawn pri or to the time set for opening of bids, but no bid may be for a period of sixty (60) days after the date set for receipt of "Continuation Sheet", paid upon completion and acceptance ofthe work by the owner. 1 3. Layout: The Contractor shall employ a licensed surveyor to establish 1 5. Cb eck any fan noi se and vibrati oti. 16. check heating/cooling modes of RTUS. C ontra ct or sh 9 I provi de dust abatem ent for al I involv ed porti on s of th e by sprinkling, or the use of cal cium 61ori de. withdrawn tbebid. In order forbid to be cousidered, biddermust hold appropriate e. Standard AIA Document G704, most recent edition, � 9.3.1,.5 .No lien release,, will be requiredwith4l,efirst draw, grades, benchmarks, anct I ay out the work. Contractor shall maintain and site watering, � license enabling him to do the work. "Certificatt OfSubstanfial Completion". With the second draw and all subsequent draws, unconditional, safeguard all bmchmarks. c. Test andBalance the HVAC System 3. Clean-up. The Contractor shall clean all surfaces, equipment, and 6. REJECTIONOFBIDSr it is illiderstood that the Owner will not be f, StandardAIA Docturnent G706, most recent edition, "Contractor's Affidavit ofPayment ofDebts and Claims". original copies of the lien releases coveting thc full amount of . � draw will be required previous � I 1, 4. The Contractor and all his Subcontractors agree, to fully comply with 17. measure supply and return airflows. fixtures inside and outside the building for the Final inspection. Cleaning shall leave the building dust free. All paint., drywall compound, etc. shall I . I responsible for #try errors or oinissions on the part of the Contractor in making hisProposal. The. Owner reserves the right to r�ject any or all g. Standard AIA Document 0706A, in ost recent edition, 93.2.1 A porti oil of the retainage may be withheld unlit all I i any and all OSHA regulations. The Contractor and Us Subcontractors as ' er and a term and condition of this contract shall keep and save the own I I 9. Adjust RPM as necessary to achieve de sign. su - Check actual amps ver s motor FLA. be removedfrom window frames, glass, etc, bids and to waive any informality or irregularity in any bid ifthe Bidder �. "Contractor's Affidavit of Release of Liens". inspection requirements have been satisfied and bonds released This will include the contractor securing all "final govertiment Architect harmless from any claims and charges of any kin d by reason of Subcontractor failing to fully comply with tile. act and I . o Note adjustments made oil Pulleys. 4. Broom clean building every day. failed to furnish any required bid security (if required) or to submit the data requested by the bid documents or ifthe bid isin any way incomplete h. Request for Extension ofTime - Contractor's awn form (or Yield Order form). inspections", but not limi t . ed to highway, sewer, water, . I Contractor andlor I regulations and agrees to reimburse the Owner any fines, damages, or - measure R nal RPMs. 19. Damper at branch takeoffs first and at diffusers or irregular. engmeeting, landscaping, arborist, all in the mode required by I � . expenses of any kind incurred by the Contractor and/or Subcontractor by second. the municipal or other governing body to cause their t o issue a reason of the their failure to comply. 20, Check for drafts and hot/cold spots. SE CTION 01 800 - GUARANTEES 7.INTERpRETATION OF PLANS AND SPECIFICATIONS: All SECTION 01000 GENERAL CO NDITIONS release of all required bonds, escrows, letters of credit, andfor 21, Ensue slightly positive building pressure, bidders shall carefully examine drawings and specification to inform refundable. I 5. Fire: The Contractor ,shall take .all necessary precaution-, the guard I - Fine tune position of OA dampers. 1. The Contractor shall guarantee and warranty all work performed under -the themselves fully as to all con clitions and limitations. ifthercisanydoubt as to the true meaning of any parts of the drawings, specifications or other 1. Standard AIA Document A201,2007 edition, "General Conditions of I the Contract for Construction" with Primrose modifications is hereby 9.3-2.2 In the event the contractor requests a final itigpection, I I I and upou arrival the architect finds the work incoinplete for against arid eliminate possible fire hazards and to prevent damage to the -, materials, equipment, temporaries, and public/private property. work, # Measure final building pressure. this contract for a one year period commencing upon the Owner's acceptance of the building and all final punch list items have been documents, the Bidder shall submit to the Architect a request for an interpretation thereof. Any interpretation of documents shall be made by incorporated into and made a part, ofthe Contract by reference, this document is available from the Architect upon written inspection, the, contractor will be issued a deductive change order for the cost of travel, not to exceed $1,000. Provide fire extinguishers arid maintain in good order during construction . Fire officials and a icable regulations. No workman as required. by , PPI d. Final Review completed to the satisfaction of the Owner and the Architect. Reference various sections below for other guarantees andwarranties for specific Addendum only, duly issued, and a copy of each.slich Addendum will be ernailed or delivered to each person or firm receiving a set ofbid 2. A copy of requ e st by a General Contractor bidding this project. I 11.5 SPECIFICINSURANCEREQUIP,EMENTS shall be allowed to start fires with gasoline or other flammable materials. No open fires shall be allowed Salamanders shall be set in earth, 22. Review reportand data for completeness. 23, Discuss findings and results with superintendent. materials, equipments and items. documents. The Owner will not be responsible for any other explanation I ,, will. be or interpretation ofthe Contract Documents. No question, SECTION 01100 SUPPLEMENTARY GENERAL 11.5.2 'Me co I atractor shall comply with the workman's I concrete, or other non-combustible flooring. Keep eight feet of -clearance to any combustible material. Remove all oil soaked rags, papers, or other I 24. Submit certified report along with recommendations to Owner. SECTION (P-000 - SUBSURFACE INVESTIGATION answeredby either the owner or Architect within forty-eight (48) hours of compensation laws ofgoveming atthe site. Submit a cer tificate I highly combustible materials from the building. the bid date and time. CONDITIONS to the architect showing pro of of the ability to pay compensation e. Air quantities shallbe balanced to within +/-10D/aof design as directly. 6. Signs: The Contractor andlor Subcontractors shall not display nor a general rule. However, it, s0rut cases, the air quantities may PART I - GENERAL 8. ADDENDA- The effect ofall Addenda to the Contract Documents shall be considered in the Bi d� and said Addenda shall be made part of tile 1. The following supplements modify, change, delete, or add to the the General Conditi oasis 11.5.3 The contractor shall, during the progress oftl,,e work, maintain builder's.risk insurance, thereon in the amount ofthe permit any signs or advertisements withoutthe permission ofthe Owner. I The owner will flunish any job Signs deemed necessary to advertise the I need to be adjusted differently in order to ensure acceptable comfort levels, proper hood capture, positive- building pressure, 1. Subsurface investigation rep ort will be furnished to the Contractor by Contract Documents. Before submitting his Bid, each Bidder shall i nform I I General Conditions, Where any part of modified or voided.by these articles, the unaltered provi sions of that part flall insurable value thereof. Such insurance shall cover all work � , building. Contractor shall insta � 11, maintain, and remove the signage etc. Melink shall notify the superintendent.of any deficiencies I 11 I the owner and shall become a part ofthe Construction Documents. Data inves tigation is not intended as representation or warrants himself as to whether or not any Addenda have been issued, and failure to diall remain in effect. inplaceorstored 71i e company issuing and the form of policy . "all , n Process. during the constructio � needing immediate attention, and the G.C. sh 11 have the � on subsurface ofcontinuity of such conditions between soil borings. The ow net wil I not .1 ection. cover Addenda in his Bid may remit in its re* shall be acceptable to the Gwner. insurance shall cover risk,?' including theft (in pi ace or stored fiiateria;)� v an dalism, ,7. Hazardous Material _K Tile Architect. and owner requires from material mechanical and electrical contractors available on call to Promptly correct arrysuch problems (�.e, burned. out motors, be responsible for interpretations or conclusions drawn by the Contractor. I 9. CONTRA CT REQUIREMENTS: Tile following are required to be 2. Addthefollowing: andmalicioustnischief Provide a certificate of insurance � 11 suppliers and equipment manufacturers representations concerning � arid failed thermostats, incorrect wiring, bad circuit breakers , ul low bidder within ten (10) days notification of supplied by the successf I for the contract, and all Contractors bidding the Work I 1.1.9 The consiruction "I be in accordance with the applicable I acceptable to the owner prior to commencing construction. I Owner and contractor waive all rights against each other for hazardous materials per the following language: Iti s the intent of the specifications that no product or material be incorporated into the building starters, dirty filters, missing dampers, undersized P,TU outside I SECTION 02100 - EARTHWORK selection award of a shall includethe cost ofthefolloving in theirbids: National, State, County, and Local building codes and the requirements ofthe specifications.hervinafter included. The , damages caused by fire or other perils to the extent covered by that colitains any hazafdous substance, or that such products shall be air intakes). const ruction shall be in accordancewith such code and generally insurance obtained for the work. Contractor shall require similar properly identified prior to use or incorporation. .. f in the event Melink needs to reschedule a follow-up visit to PART 1 - GENERAL a. A certificate indicating the Contractor's Liability and recognized standards or requirements with no additional expense waivers in favor of the owner and contractor by any S. ADA: The and materials furnished for this building shall be test and balance any equipment not ready on the originally Property Damage Insurance is in force and with a company acceptable to the owner, and indicating the Owner and Architect to the Owner. subcontractors. products fabricated, constructed, and installed in compliance with the Americans scheduled T&B date, the, G.C. Aall pay for the additional cost involved, including travel. 1. Fills, Finish Grading: See below for specific grade slopes and drainage as additionally insured. 1.1.9.1 When more than one (1) code is applicable to the work, will conform to the most stringent requirement. � 11,5A Ttit contractor shall maintain owner's protective liability insurance,taken out in the name ofthe owner as insured with with Disabilities Act, applicable to this facility. Should any equipment,, item, or eleinent ofthe work not comply with the applicable provisions of requirements. b. Minimum insurance coverage requirements specified in construction Where the requirement of the specifications exceed code limits as f0110WS: the ADA, the Architect shall be notified during the bidding Period 2� Fills shall be ofmaterials a s specified herein or in the soils report, with Supplementary Conditions. � requirements, the Work shall conform with the specifications. A. Personal injury including death: $500,000 P --T SECT ION 01 -500 - TEMPORARY FACILITIES all A opes uniform. � c. A certificate indicating compliance,vAth the State Workman's � . LI'S .2 The owner shall obtain the following agency approvals person and $500,000 for each occurrence, damages: Limits $100,000 9. The Contractorshall keep at the site ofthe Work a copy ofthe Drawings, Specifications, Site Plan, and other pertinent do contents, and 3. Grading must be accomplishedin a manner so as not to allow water to I Compensation Law. of as required: B. Property of Per occurrence and $250,000for aggregate operations. shall at all times allow the Owner mid duty authorized representatives free 1. J ob Site Trailer: The, Contr act or sh at I provide a j ob tr ail er at the pond All cutting, filling, compaction offill& rough, and fini-4i grading to d A Construction. Schedule Bar Chart listing all critical path I a. State and Local Fire Marshal permit C. A certificate shall be submitted to the owner prior to , shall not be used by workmen, access thereto. Such sets of documents hifil.ding site. In addition. providea minimum 1 50 square subgrades as foil ows- trades and mil estone date& b. State and Local Health and Welfare D epartments commencing work. exposed to the weather, orotherwise used for any purpose other than by/or with the above-named persons. foot area, 7' interior height storage container. lockable. 4. For surfaced areas such as roads, parking areas, walks, To the e. V4thin forty-eight (48) hours ofthe Owner'srequest, a permit 11.5.5 The contractor shall maintain contractoCs protective I consultation The container must be on site a minlinurn of six week underside ofthe surfacingar base course, The elevations are fixed by the Schedule of Values, listing Subcontractors that the General Contractor will employ on this Project and associatedprice c. State and Local Building Department overal I permit liability., insuranctwith limits as follows: if), Record Drawings: The Contractor sball maintain arid keep up to date prior to scheduled Completion. fini sited grades of the surfaces. breakdowns. All other minor permits shall be the responsibility of the A. Personal injury including, death: $500,000per arid $500,000 for each occurrence. a complete set of construction documents that shall be corrected daily to indicate the preci se diniengi oned location of concealed work, including 2. Water The Contractor shall make arrangements for the use of water - -5. For lawn and planted areas: Topsoil shall be4" thick, therefore, grade 10. EXECUTIONIOFCONTRACT: The owner reserves the right to Contractor and his Sub contractors. person B. Property damages: limits of.3100,000 per � equipment, piping, and conduit. Upon completion of the work, this set during the construction period He shall pay for and provide all temporary to four (4) inches below finished grade before placing topsoil. have performed the entire amount of work, or such parts of the work as he 1.1.93 contractor shall be responsible to pay those fees occurrence and $250,000 for aggregate operations. shall be forwarded the Architect. ' piping, meters, connections, etc. as required to make water available at all 6. Included in the scope ofwork is the grubbing, clearing, arid removal of may select. � specified at the time of contract signing. Required fees, not in documentation, by Contractor to expedite C. A certificate shall be submittedto the owner prior to times on the site, all trash, brush, trees, organic matter, and vegetation on site and not it. CONTRACT AWARDING: The Bidder to whom the job is awarded be required to execute a written contract with the Owner after covered paid construction will be reimbursed by Owner, commencing work. I 11,5.6 The contractor shall maintain contractor's public liability SECTION 01200 SPECIAL CONDITIONS � �. Electricity: The Contractor shall make all arrangements, pay all fees charges, and maintain temporary electrical power at all times 00 the . -shown to remain. Remove all trash and debris froin the site. Dispose in an approved dump offpremises. Do notburn on-site. will. notification of award. The Architect will forward to the Contractor for his 1.1.8A owner will pay the site bonding fees where required insurance including completed operations arid contractual ' and site. Power shall be sufficient for all electrical tools ,and equipment, and Si nature: 9 Tile Contractor shall reimburse owner for any bond fees not I liability with limits as follows: � tile time stipulated in the Notice to I 1. The work shall commence at I as necessary to provide and maintain temporary lighting in all areas ofthe . . During the construction period provide temporary drainage ditches to 7 I figures returned by the local jurisdiction to owner at the conclusion of die unless it is necessary to hold a landscaping bond past A. Personal injury including death: $500,000 per Proceed� and shall be fully complete by the date or tirne stipulated in the I job throughout the course of construction. keep construction areas free of accumulated water. a. Five (5) sets of contracts, with the appropriate and information. project, conclusion. Person and $500,000 for each occurrence. I Bid Form. 1 4, TemporaryReat and Protection: The. Contractor shall provide at his S. Provide dust control for all earthwod,, operations. Cover area with b. One (1) sets ofDraWingS arid Specifications. General 1.1.8-5 It is the responsibility ofthe General Contractor to B. Propertydamages, Liruits'of`$100,000 Per occurrence and $250,000 for aggregate operations. � 2. Time is the mence ofthe Contract. Any delay ofthe work as for in the Contract Documentswill cause loss anddamage to the own expense,, temporary heat, protection, andadequate ventilation as to the -work against injury from freezing and fro,4 After light coating of water or other approved method. Contractor shall ensure. that a complete set of Construction verify that all utdifies are as noted on the site plan. C. A certificate shall be submitted to the owner prior to provided � owner I in lost business, interest cost,,and increased administrative charges. necessary protect dry wall, woodwork, ceiling panels, and otherfinish materials have been 9� Any earthwork in place andtested that is subjected to freezing before . Documents given to all subcontractors pri or to bid submission. 1.2,6 la case of difference between drawings and specifications, commencing work. Therefore a tinte charge equal to $250 (Two hundred and Fifty dollars) 1 . I I installed, the tariperature shall be maintained at not less than 55 degrees at the pouring shall be reworked and proof rolled prior to concrete � c. The Contractor shall sign and return all Contracts to the tile most expensive requirement shall govern. Contact Owner 1� 11.5.7 The contractor shall maintain contractor's comprehensive per day for each day for the first 30 calendar days, and $350. (Ibree all times. placement. Owner for further signature processing. andlor Architect for resolution. Anything mentionedin the automobile liability insurance with the limits as follows: Hundred and Fifty dollars) per day for every calendar day thereafter � 12. CONSTRUCTION COMMENCEMENT AND COMPLETION drawings and not in the specifications and A ce-versa, shall have like affect as ifirtentioned in both, Large scale drawings take A. I Personal injury including death: $500 000 per . I 11 beyond the Completion D ate as provided in the Contract Document.% `Ihe monies shall be paidto the Owner out offunds otherwise due the, 5. Temporary Toilets: The Contractor shall provide, maintain, and clean temporary chemical toilets of a type and quantity approved by local io. Fill. and backfill shall be placed in accordance with recommendations ssion a set forth in,'Subsurfact Investigation Report". Profe. i at Engit eering SCHEDULES: The base bid will be based on a completion time as you Primrose Bid Form -arith a maximum of one hundred and eighty precedence over small scale drawings. person and $500,000 for each occurTencei B. Property damages: Limits of $100,000 Per I I Contractor in the Final Payment, not as a penalty, but as liquidated authorities for use by workmen dating the construction period supervisim of excavation and compaction will be required Testing shall list on the 'on. The (ISO) days, from the date of the commencement of c.olistruch . I 3.2.4 Reference to any product in the specifications shall be a standard of quality and shall not be occurrence and $250,000 for aggregate operations. be to the to damages sustained, it being mutually understood and agreedbetween the parties thereto that such amount is reasonable as liquidated damages. be done by an independent testing laboratory approved by the owner. CONTRACTOR shall pay for all such tests. Peiform one density test on Contractor submitted Construc tion Schedule shaltshow the method of interpreted as establishing C. A ccrtifi cate shall submitted owner prior completing the entire project, including one (1) week for punch out, by construed as limiting competition unless stated in specification. . commencing work. the determined completion date, � = 11 I, - I: 0 C ,Q- _,-� (3 0, . -,- ED- , " 3 K3 c: �)_ E : 5 ,O) 0 S ,- C E , D , 0 "D 0: T C. .r- -r- -63 -,�-,, . 0 0 -C'a = -0 c: Q 0 0 7- S -S a U, - a c: L C 0.01 0 0 I U, :E 13 0) - 0 13 al 0 L '3 .U, �1 a_ a -.r- 4) � 0') lb 2 -2 L U) q) . C Q 4) fi 11) mo -C 8 �' M 0 0.0 4J M co C , 0 � 06 :01 -C �' a- - 4) k q) �i 11) " .0 th I Z 2 M 0 _W "- C (n 0 :n,Q 13- 'a 0 - = 6 'T ICS -0 L ! S_ f- C - M %n as() o 01 C Q 5 0 r- 0 C - -C 1--.9.&3 %) X a-.3 ,J %3) 0 C 0 0 0 N L � -- � - _10 Z 'O Z 13 L 13 S- 0 4) , L Q_ d) _� � -. �_ fb Q_ 13 LL F_ 0 � � (E Ss (3 M C (3 0 a- _�::: -0 E �') 0 U 0 ki) � M .9 C .T 13 q _&_� _F_ ) 0 �5 0 - C U_ M �) 13 q) L. 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I , . \ I I . . ,Q��i�bv : � 1, I I'll, ) \,, ... 7:: 1 ...... I � � . :11 , . .. - I I .11, �k_ :A � � .11 I I'll I I 11 . , � - 11 I ELECTRONIC SEAL 4 L 516NATLIRE I 51te: PRIMROSE 5GHOOL at PC -5T CARMEL �3138-3146 K clbth St. CARMEL, IN 46032 Building Type: IN -2013-5 Dravflnq Title: 5PEGIFIGATION5 Date: Drn: 5TAFF 5/lct/2013 Gkd: MDF Drovqlng Number: Ao.1 Revl5lon5: bid & permit set bottom of relieving angles and top edge of stones below angles free of mortar. g. Install concealed flashing under all copings and at continuous shelf angles, lintels, ledges and similar features. h. Place setting buttons of size, quantity, and thickmess reqW red to prevent mortar from squeezing out and to maintain joint widths. Hold buttons minimum of one (1) joint width back from face of stones. i, Immediate � ly before setting the stone, clean and dampen all surfaces in contact with.mortar. Set the work accurately, true to line, level and plumb, with bedjoints and anchor holesfilled with fresh mortar. j. Place weepholes in joints at locations where moisture. may accumulate, including base of cavity walls, above shelf angles and flashing. 3. Joint Treatment a. Set cornices, copings and belt and other proj ecting courses with. unfilled vertical joints for installation of joint sealant b. Rake other joints back �/4 inch and leave ready for i oint sealant . � or pointing mortar. c. Pointing with Mortar - Apply pointing mortar in layers not greater than 3/8 inch; compact each layer and allow to become I thumbprint hardbefore applying next layer. Tool joints slightly concave. 4. CLEANING AND PATCHING .a. Prior to caulking and as soon as possible after installation, dean the work using clean water, mild soap andfiber brushes. After cleaning, rinse the stones and alacent materials thoroughly with clean water to remove the cleaning solution. b. Do not use acid solutions, wire brushes, or other materials or methods, which could damage stones. c. Patching - The repairing of stone chipped or damaged:after , installation shall be performed only by mechanics skilledin this shed by the cast stone manufacturer and according to his direction. ,Stories that cannot, be repaired with small patching shall be removed and replacedwith new perfect stones. DIVISION 5 - METALS SECTION 05100 - STRUCTURAL ME, TALS PART1-GENERAL 1. All structural steel shall conform to latest ASTMspecifications, AISC Codes and Specifications, AWS D1.1 Structural Welding Code-, andAWS I Standard Qualification Procedure. 2. All structural steel elements shall receive a shop coating of a rust inhibitive primer and all surfaces, except those surfaces where friction :fitting or welding will be performed After connecting, these areas shall be fiel d painted with matching point. All exterior structural steel permanently exposed to the weather shall be hot dipped galvanized after fabrication. PART2-PRODUCTS 1. All materials shall berust free, new and shop painted - 2. Anchor bolts shall conform with ASTM A 307 formed without heat Where bolts are not called out, use 3/4" diameter machine bolts. 3. Bolts,shall conform to ASTM A325 -F (friction type). 4. For items called for robe galvanized,: ASTM A 153 or ASTM A 386. All welditig done after galvanizing shall be protected with two coats of " Galvathized!'or "021valoy". 5. Misc. Fasteners; ASTM A 307, Grade A. 6. Structural Steel Shapes, Columns, and Elements. ASTM, A 36 as a minimum, see drawings for other types and grades of steel. ' 7. Washers,. ASITA A 325 large cut type, Provide 2" round washers for attaching wood elements- to any steel member, bolt or anchor bolt. PART 3 - EXECUTION I - Falxi care and assembl e in shop to greatest extent possible. Mark and identify all elements for field assembly.. Verify all dimensions with architectural and structural drawings. 2. Exposed structural elements shall be free, of marks, mill identifications, bum,, welding splatters, or other defects that will adversely effect the exposed surfaces. 3. Loose Items: YkIl steel angles supporting masonry shall bear 8" each end on solid masonry. DIVISION 6 - WOOD AND PLASTIC SECTION 06010 - ROUGH CARPENTRY PART I - GENERAL 1. &adi* Rules: Southern Pine - latest edition of Standard Grading � Rules, Southern Pine Inspection Bureau (SPIB). Dougla�, Fir, Western Larch, WestemHendock- latest edition of Standard Grading Rules published by Western Wood Products Association (WWPA.) or'V�7est Coast1umber Inspection Bureau (WCLIB). All material manufactured in accordancewith U.S. Product Standard and shall carry grade trademarks on each piece. 2, Workmanship: Employ only skilled carpenters. All carpentry shall be accurately set, plumb, true, even and securely fastened in accordance with referenced standard or manufacturer's recommendati ons. PART 2 - PRODUCTS 1. Materials: a. Joists, beams., planks, rafters, headers: S4S, #1 SP (Southern Pine) or#1 DF -L, air-driedto a.moislihre content of nineteen (19) percent or less. Truss lumber to be per design Engineer's specifications and 06190. b. Plates, blocking, furring, and bracing: S4S, #2 SP (Southern Pine) or #2 DF�L or better. c. Studs: Bearing walls, posts and partitions to be# 2 S -P (Southern Pine) or #2 DF -L. Non-bearing walls or partitions to be No. 2, Construction Grade or better, All studs shall be air- dri ed to a maximurn moisture content nineteen (19) percent. Bearing wall studs at sixteen (16) inches on center. Non-bearing wall studs at sixteen (16) inches on center, unless. local code requires closer spacing. d. Roof Sheathing: Five-Eightlis (518") inch CDX exterior, grade plywood APA rated 241% and conforming with Product Standard PS -1 -80. Provide spacer clips. install with face grain perpendicular to supports. Nailing to remain. exposed for inspection if I ocal code requires. e. ExteriorWallSheatbing: CDX exterior grade plywoodAPA rated 16/0, thickness as shown on the plans. All exterior walls areshearwalls. Nailing to remain exposed for inspection. Block all edges. Provide additional framing at wall ends and breaks for Simpson Anchors. Cover all sheathing with building wrap (Tyvek) installed starting from the bottorn, with 6 inch overlaying laps. Lap vertical joints 12 inches. h. Preservative treatment: .All lumber in contact with concrete or exposed to weather shall be pressure treated in compliance with AWPA Standards Cl & C2,15% maximum moisture content equal to MCQ or ACQ as approved by the EPA. 2. Simpson Connectors: Metal ties, connections, tie- downs, hol d -downs, straps, and related items shall be those of the Simpson "Strong -Tie" Connectors, without substitution and based on their latest catalog. All holes shall be. filled with he proper nail or bolt as specified by manufacturer. Reference drawings for metal connections and include connectors based on the following criteria: a. All exterior walls shall be tied to the top and bottom of studs, colurims, posts, and related elements. b. All interior bearing shall be tied to the top and bottom of studs, columns, posts, and related elements. c, All roof trusses shall have ties connecting them to the bearing plates,, beams, and rel ated items. d All conventional roof members shall have ties connecting them to plates, beams, and other structural elements. 3. Fasteners All rough hardware and fasteners used on the exterior shall . be corrosion resistant and non -staining Unless called out otherwise, they shall be galvanized or stainless steel. 211x211x3A611 plute vmshers shall be used under bolt heads andthuts against wood Use heavy plate or mallable iron washers for all bolts designed to act in tension, such as hold � down anchors. I 1. All wall penetrations shall have a minimum of double studs each side of the opening, one full height to the top plate and one becoming a cripple stud supporting a header. If the opening width exceeds five (5�. feet, provide an additional stud extending to the top plate. If the opening exceeds seven feet (T) provide an additional cripple stud. If a wall height exceed,,; ten (1.0) feet� provide 2x bridging, same width as wall, preferably at mid -height, but not to exceed intervals of 8 feet. 2. All dimensions and measurements shall be field verified to produce proper fit and function. All members shall be self fitting withoutfillers. Fasteners and anchorages shall bring the members into a fight fit without movement when a dead and live load aresuperimposed- 3. All framing lumber, blocking, studs, joists and related members -hall be closely fitted with square or shaped ends, accurately set to required lines and level, plumb and true in all dimensions. Members on a slope shall be accurately cut to fit the angles. All wood members shall be nailed or bolted to the abutting material to hold them firmly in place. No framing member shall be diminished in cross sectional area to accommodate pipes, wires, or conduits without the approval of the Architect. Studs aresized to accommodate a 3/4" hole when drilled in the middle of the width. Bolt holes shall be the same size as the nominal size of the bolt used Retighten all nuts prior to closing in. Pre- drill all holes for 20 d and larger nails and all lag bolts. DO NOT bore or notchjoists, rafters, headers, or beams. Holes through sills, plates, studs, anddouble plates in interior/exterior bearing walls and shear wall framing shall not -exceed V3 the plate or stud width. Center all bored holes in wall framing. . 4. Provide wood blocking to support wire shelves, casework, paper towel dispensers, toilet paper holders, grab bars., miff ors, and electrical/plumbirig�'HVACiternsasrequired Provide solid blocking for all rafters more than 10 inches deep at 101-0" o.c., and for all floorjoists 8 inches or more in depth at 8'-O" o.c. maximum. SECTION 06190 - WOOD TRUSSES PART 1 - GENERAL 1. Pre-engineered wood trusses shall be used for roof framing. Sizing of ,members and design of system to be by the fabricator. Fabricator to supply necessary engineering certification to comply with Local Building Codes. Truss shop drawings shall be stamped by a Professional Engineer registered in the state of the project construction. Copieswillbe submittedto the Architect for approval. The Contractor shall submit copies of design shop drawings to local design review departments, if required. The truss configurations inclicated on the drawings are schematic in nature to show required spans and roof slopes. Ibe truss manufacturer s:hall be solely responsible for the structural design of the trusses, including fabrication and erection. 2. Musses shall be fabricated by a certified member of the Truss Plate Institute. Design, fabrication and erection shall conform to Truss Plate Institute Standards. Connector plates shall be ICBO approved with a minimurn size of 21' x 4". All chord members shall have lumber grade stamps; all web members from the same lumber grade with at least 50% of themeb members beating a grade starup. 3. Design Truss Loadings. See Plans andfor structural calculations. a. Verify Design Loads meet or exceed ASCE 7-05 for live and snow I oading. Total load deflection sMI be limited to L/240. b. The hu -,s manufacturer shall be responsible for the design of all trusses used as drag struts and shall ensure such trusses are placed as shown onthe plans. Ile amount of load transmitted laterally by the member shall be a minimum of 2000 pounds unless noted otherwise on the framing plans. 4. Muss manufacturer to submit erection plan and, show drawings, bearing tire seal of an Engineer registeredin the state conforming to the design criteria specified herein for approval andprior to fabrication. Submitted data to contain design I oadings, allowable stress increases employed, calculated truss member stresses, rated load capacity of the truss member connecti on size, species, and stress -grade of lumber employed, fabrication details indicating location of connectors, handling and erection instructions, truss to truss connection details, and all bracing requirements of chords and webs. 5. Failuretofurnish, of the above required data will be regarded as I any ample reason for the re'ecti on of the shop drawings. The, Contractor shall approve fabrication drawings indicating size, shape, and I ayout prior to submittal for review by the Architect.. PART2-PRODUCTS 1. All lumber shall conform to the stress ratings of for the, species and grades as set out in the official grading rules of the appropriate lumber association or as listed in referenced design standards. All top and bottom � chords shall be sized .to supportoverhangs and interior attachments. All overhangs greater than 3%0- shall have 2x6 top chords 1 2. Connector plates shall be a minimum of 0.036" in thickness and shall be manufactured from material meeting the requirements of ASTM A446 Grade A steel. Plates to be galvanized in accordance with ASTM A525 � G60 Coating Class "C" specifications. 3. Tbetrussmanufacturershall be responsiblefor all truss to!russ connections, all, truss to girder connections, and if the truss. is made up of more than one truss, the truss to truss connections. PART 3 - EXECUTION 1 . Fabricate all trusses and components in a properly equippedperm anent I . I manufacturing facility, by experienced workmen using precision cutting � and fabrication equipment under the direct supervision of a qualified foreman. 1 2. Carefully inspect loc,itions where trusses are. to be installed. Notifythe Architect of any conditions that would adversely affm_ the installation or structural c2pacity of the trusses. 3. Install trusses true and plumb andsecurdy anchored to the top plate with hurricane ties at each end Erection and in-4allation shall be in accordance with written instructions from the manufacturer. SECTION 06200 - FINISH CARPENTRY PART1-GENERAL 1. It is the intent of this section to set ininimunt standards for materials and installation of all interior and exterior finish carpentry, including cabinetwork and tops. 2. Provi de shop drawings for all casework, shelving, and counters to , Architect for approval before installation. 1. Interior millwock shall conform to the "Standard Grade" criteria of the AWI standards. Where trim will be painted; therefore, fingerjoint trim will be acceptable. 2. All wood and wood trim for exposedexterior finish carpuitry shall be clearHarditrim except as called for on the drawings, Nailsshallbeas required to hold members securely in place without splitting the material. � All nails shall be hot dipped galvanized a. Board Siding (where occur-,). "Hardiplank" as manufactured by James Hardie Building Products or approved equal, Siding shall be 5116" thick, 7-1/2" wide (6-1/41' coverage), Woodgrain , pattern, 12' long. Product shall have a 50 year, limited, transferable, warranty. "W' value shall equal .11-5. Prefinished materi at with color as noted on Exterior Color Schedule - sheet A-4 shall be used. b, Fascia, Frieze and Running Trim: Shall be prefini shed Hardi- trim with,color as noted on Exterior Color Schedule - sheet A-4. � c. InteriorRunning aim., Painted wood maybe#] paintgrade poplar or fir. Fingerjoint material is accepta . ble. St&,edmaterial I shall be white oak, rift sawn, premium grade or equal - 3. Vinyl Shutters: Copolymer with molded through UV stabilized color and 40 year limited warranty as manufactured by architecturaldepot. com, , Mid-America or approved equal, Color to be as specified on.Exlerior Color Schedul e. Height shall match window height. Furnish and install all attachment, hardware, and install in accordance with. manufacturer's specifications. 4. Seal all countertops to adjacent surfaces with silicone sealants only. 6. Millwork and Cabinet Work: All casework shown on tht drawings shall be provided per the specificatiomi on the drawings and as specified below by one of the following manufacturers (no substitutes): Calhoun Millwork s, Inc. 995 W Line St Calhoun, GA, 30701-7913 706�625-22BS 1 706-629-6802 -fax Gene Bowen - Owner/President ,wwwxalhounmillworks,com c. Fabricate, including finishing and hardware. installation, before shipment to the maximurn extentpoAble. d All hardware shall be steel or brass with chromium plate finish, ball beating (1KV 1300 or equal) side mount drawer slides; self adjusting and self-closing inside mounted hinges. e. Provide approved securing devices (child -proof) on all drawers and doors (keylocks). f. Bottomsof all cabinets beJow a kink or lavatory shall be constructed of 3/41'.niarine grade plywood. S, Provide shop drawings to Architect for all casework, counters and shelving for approval prior to installation. 7. Plastic laminate countertups shall have laminates manufactured by Formica, Laminart, or Wilsonart. Sealall countertops to ac§acent surfaces with silicone sealants- only. 8. See plan for location of cultured marble tops. Tcpsshall be premium grade and fabricated with an integral recessed rim. 9. Drop Staircase units.shall. be Werner 3008 with an insulating cover installed, which prevents attic air/moisture from infiltrating the I heated/cooled area of the building. Insulating unit shall be equal to ESS Energy ProductsR-39 Energy Gruardian. Theldtiscomptiseclofalid and frame. The air seal is formed when the lid fits into the frame. The lid weighs approximately 10 lb. and the frame is less than 5 lb. PART3 - EXECUTION 1. All interior and exterior corners shall be mitered No exposed butt cuts will be all owed, except on small shoe mould or quarter round that may be terminatedon a22-1/2 degree angle. Joints shall be held to a minimum on continuous runs of millwork. blues and adhesives Aiall be kept. off exposed surfaces to receive stain or paint. 2. Cracks, splits, ritill marks, harrimer marks, and related exposed defects shall be corrected by replacing the entire. section of niff1work. .3. All interior and exteriorjoinery shall be to very close tolerances with equalfittings. Fill all joints before finishing. All laminate top seams/splices/joints shall be filled with a filler that matches the laminate color-, so the seamijoint is not visible, 4� All hanging casework/cabinets: should be caulked on all sides, and. underneath the cabinet, where the cabinet abuts the wall surface, Cabinet seams, which are the result two pieces of casework abutting one another I should be filled with a caulk/putty that matches the color of the casework; � . so the seams are not visible. DIVISION -1 - THERMAL AND MOISTURE PROTECTION SECTION 07200 - FIBERGLASS INSULATION PART 1 - GENERAL 1. It i's the intent of this section to establish mininnim standards for. insulation products and their installation. PART 2 - PRODUCTS 1. Materials: a. Ceiling: TV.pe; Unfacedglass fiberthermal insulation complying withASTMC665,1`ypel andASTME 1.36, Approved equals accWte d. a. Installer to provide the Owner with a.cerlificateto guarantee the R -Value. b. Mammurn flame spread: 10 - Maximurn smoke developed- 10 b. Exterior Walls; Type: Unfaced glassfiber thermal insulation complying with ASTM C 663, T`ype 11, Class C. a. Installer to provide the Owner with a certificate. to guarantee the R -Value b, Maximum flame spread: 10 - Maximum smoke developed, 10. � c. interior Sound Walls: Owens Coming Sound Attenuation Batts 2-1/2" thick a. Comply with ASTM C 665, Type I and ASTM E 136. ASTM C 665 PART 3 - EXECUTION 1. Installation: Comply with manufacturer's instructions and recommendations. Fill all areas around voids, pipes, between structural elements and as called for an drawings. Pack all voids completely with insulation. Do not compress as the R- value will be lowered as the density increases. � 2 � Protect insthlation from physical damage and from becoming wet, soiled, or covered with ice or snow. Comply with manufacturer's recommendations for handing, storage and protection during installation. , 3, Do not use unfaced insulation in exposed applications where there is potential for skin contact andi se sulation is approved in4oped ceilings and undertht mechanical platform, areas that must.be insulated prior to drywall. 4. Label insulation packages to includeniaterial name, production date and/or product code 5. Kraft and standard foil facings will bum and must not be left exposed The facing .must be installed in substantial contact with an approved roofceiling construction materi a]. Protect facing fiam any openflame or heat source. 6. Do not rely on insulation or facing to provide an air barrier. Building wrap must block the movement of air. 7. Ceiling insulation., Frichon-fit or staple insulation facing flange to the, ceiling joist at 9 to 12 inch intervals. Tightly abut batts to prevent thermal leaks. Do not install insulad on within 3 inches of recessed light fixtures unless light fixtures are approved for such use. 8. If specified, maintain vapor reetarderintegritybytigivily abutting al acent insulation. Repair punctures or tears.in vapor retarder facing by taping, Follow tape manufacturer's application recommendations. 9. SoundWalls� Seal the perimeter using a nonhardening caulk such as a 6utyl rubL er- based compoun d to seal walls at both top and bottom plates -L Two layers of properly staggered wallboard, with joint compound and tape -will effectively seat corners'where required. 10, Ffiction-ft SoupdAtterivation Batts in place until the interior finish is, applied When insulation is being appliedin continuous heights greater than 8 I or wh en batts do not fill the c avi ty depth, suppi ement ary support shoul d be provided to h old the in sul ati on in pl ace, SECTION 07205 - CELLULOSE INSULATION (APPRovED ALT) PART 1 -GENERAL 1. This specification provides information regarding the prieumatic application of cellulose insulation in attics and walls. Cellulose Insulation provides superior R -Value (resistance to beat flow) for thermal applications, sound control for acoustical treatments, and fire control in attics, floors and PART 2 - MATERIALS s manufactured from recydedirewspapers. Each pound of Cellulose insulation contains at least 850/tipaperfiber content. The fibers are treated with boric acid and sodium polyborate to create permatient flame resi stance. The additives are non-toxic, non -corrosive, wilt not initate normal skin, will not give off odor during or after installation, will not attract. vermin or insects and will not adversely affect . I other building materials. 2. Thermal ".1erfomiance - Conductive. heat transfer is limited as indicated by its R7Value of 3.7 per incli. Air infiltration through the material is limited because of the density of the material and methods used to install I it. No vapor barrier or exterior wrap is required if this product is used � 1 3. Sound Control. These same cliaracteristics, particularly the density of the material when installed in walls andfloors, also provide significant noise reduction in walls andbetween floors. 4. Standards: Cellulose insulation shall conform to the CPSC standard 16 CFR Parts 1209 and 1.404. In addition, cellul ose insulation meets all of the test requirements of ASTM C-739, E-84 andE-1 19, and UL -723. 5. Material Characterisfics.The following properties as tested by Underwriters Laboratories shall be met: 23.1 Settled D ensfty- The maximum density after long-term settling of dry application: 1.6 lUfV. 2.3.2 Thermal .Resistance - The average thermal resistance per inch: 3.70 (R-Valueiin). 23.3 Flammability Characteristics - Critical Radiant Flux: greater than or equal to 0.12 watts�cm'. Smoldering Combusti on: less than or equal to 1501o. 2.3.4 Moisture Vapor Sorption - This requirement assures that normal variations in relative humidity will not adversely affect thermal resistance. cellulose insulation shall meet the requirements of less than 15% for maximum weight gain under the specified test conditions. 2.3.5 Environmental Characteristics - When in contactibrith steel, copper, aluminum, or galvanized materials, cellulose insulation is i nori-corr"_ ve. cellulose insulation shall pass all required test-, � � demonstrating that it does not support fungal growth. 2.3.6 Surface Burning Characteristics - Insulation. tested by Underwriters Laboratories (R-13173) for the following properties -Flame Spread: 15, Smoke Developed 5 6. Building Codes; - Properly installed cellulose insulation meets the requirements for thermal insulating materials set forth in IBC and the . Model Energy Code. PART 3 - EXECUTION I - Ceiling - R value as called for on drawings. Cellul o,ge insulation shall be pneumatically blo-Am dry into attics andfloor assemblies after all mechanical plumbing and electrical installations have been completed 2. Walls -R value as called for on drawings. Cellulose insulation shall be pneumati cal ly sprayed to all exterior walls with a controlled water fog for adhesion into open wall cavities after all mechani a, plumbing and electrical installations have been completed. Drywall may be installed 24 hours after application. Total drying time is approximately 30 days. Install ation should be made only by factory-certi-fiedcontractors using approved equipment. 3, 3-ItV' Cellulose insulation shall be pneumatically sprayedto all SOUND walls with a controlled water fog for adhesion into open wall cavities after all mechanical, plumbing and electrical installations have been completed Drywall may be installed 24 hours after application. Total drying time is approcdmately 30 days. his,tallation should be made only by factory -certified contractors using approved equipment. a. Sound Walls: Seal the perimeter using a nonhardening caulk such as a butyl rubber -based compound to seal walls at both top and bottom plates. Two layers of properly staggered wallboard, with j oint compound and tape will effectively seal corners where required SECTION 07210 - FOUNDATION INSULATION PART 1 - GENERAL 1. It is the intent of this section to specify minimum standards for , products andinsitallation of foundation insulation. PART 2 - PRODUCTS 1. Materials: Frost Barrier Rigid thermal insulation, thickness as shown on Drawings, to be Styrofoathr by Dow Chemical extruded polystyrene type SM or SR or approved equal. PART 3 - EXECUTION � 1. Foundation insulation .-hall be applied vertically and horizontally (if requiredby local code), on the inside of all exterior foundation walls laid atop the porous fill and under the vapor barrier and concrete globs. SECTION 072'70 - AIR BARRIER WRAP I PART 1 - GENERAL 1. Furnish andinstall air barrier/weather resistant barrier over exterior of wall sheathine at all locations regxdless of whether or not indicated on I - I drawings to protect exterior sheathing and interior walls. PART 2 - PRODUCTS 1 . Acceptable Manufacturer: DuPont Weatherization Systems 4417 Lancaster Pike - Building 728 Wilmington, DE 19805 900-448-9835 w3yAJXvek,W.1H AN Y OTHER PRODUCT MUST HAVE PRIOR APPROVAL AND � I HAVE, THE SAME OR BETTER PERFORMANCE CHARACTERIST[CS. 2. Materials - DuPontTmTyvek9 Commercial Wrape: A flash spunbonded olefin, non -woven, non -perforated secondary weather resistant barrier. 3. Performance Charadcristics � A. AATCC-12 1 7, Water Penetration Resistance, exceeded at 280 B. TAPPI T-460, Gurley Hill (serJ,100cc) Air infiltration at >1500 seconds C. ASTM E 96 Method B(g/ni2-24hr.)Water vapor transmission of 200 D. TAPPIT I 41D, Basis weight of 2.7oziyd I E, ASTM E96 Method B, Water Vapor Transmission, 28 perms F. ASTM E1677, Air Retarder Material Standard Specification, Type I air barrier 4. Sealing Tape/Fasteners A. DuPQrATm Tyveke Tape, DuPont WeatherizationSystems. B. For steethrame construcfion:.DUPo11tTM1yvtk9 Wrap Cap Screws, DuPont Weatherization Systems. 1 5/8" rust resistant screws with 2� di am eter pl asti c cap C. For wood frame constructi orv. DuPontTK'4vek8 Wrap Caps, DuPont Weathetization Systems. Nails with large heads or plastic washers. D, Caulks or Sealanta: polyurethane or elastomeric sealants a. OSI9 Quad Pro-SeriesZ, solvent release butyl rubber sealant. b. DAPS Dynafle,x 23OTM c, other products as approved and recommended by air barriertweather resistant barri er manufacturer. PART 3 - EXECUTION 1. Installation - Install Air Barrier over exterior side of exterior wall sheathing, Install Air Barrier after sheathing is installed and before windows and doors are installed Install lower level barrier prior to upper I ayers to ensure proper shingling of layers. 2. Overlap Air Barrier at comers of building by a minimum of 12 inches. 3. Overlap Air Barrier vertical seam,,; by a minimum of 6 inches. 4. Ensue barrier is plum and level with foundation, and unroll extending Air Barrier over window and door openings. 5. Attach Air Barrier to wood, insulated sheathing board or exterior gypsum with plastic cap nails every 12" to 18" on vertical stud line with wood stud framing. When attaching to masonry, use adhesive recommended by manufacturer. 6, Prepare window and door rough openings as follows: Prepare each . window rough opening by cutting a modified "I" pattern in the Air Barrier. Horizontally cut Air Barrier along bottom of header. Vertically cut Air Barrier down the center of window openings from the top of the window opening down to 2/3 of the way to the bottom of the window opexhings. Diagonally cut Air Barrier from the bottom of the vertical cut to die left and right comers of opening. Fold side andbottom flaps into window opening and fasten every 6 inches. Trim off excess. Prepare each rough door opening by cutting a standard "I" pattern in the Air Barrier. Horizontally cut Air Barrier along bottom of door frame header and along top of sill. Vertically cut Air Barrier down the center of door openings from the top of the door opening (header) down to the bottom of the door operring(sill). Fold side flaps inside around door openings and fasten every 6 inches, Trim off excess. 7, Tape all horizontal and vertical seam of Air Barrier with DuPontT14 T'yv eke Tape. Seal all tears and cuts in Air B arrier with DuPontTM Tyvekg Tape. S. CONTRACTOR SHALL PROVIDE TESTING To PRO'�`E THE AIR LEAKAGE RATE OF THIS BUILDING DOES NOTEXCEED 0.40 CFNVSF AT A PRESSURE DIFFERENTIAL OF 0.3 INCH W.G. (1.57 PSF). TESTS SHALL BE ACC,OAWLISHED USING EITHER FRESSITRIZATION OR DEPRE SSURIZATION OR BOTH. WHOLE BUILDING TESTING SHALL BE ACCONEPLISHED IN ACCORDANCE WITH ASTM E '1779 OR APPROVED SIAIMAR TEST. UTNER ASTM E 779 IT IS PERNUSSIBLE TO TEST THE BU1LDLNG USING THE BUM DING HVAC SYS TEM. SECTION 07300 - FIBERGLASS SHINGLES PART I - GENERAL 1. it is the intent of this sectionto establish tninimum standard,,; for � fiberglass shingle materials and installation. PART2-PRODUCTS 1. Shingles: Class "A" Fiberglass Asphalt Shingles equal to GAF Timberline, Owens Corning Prestique 11, or Manville Woodlands, Self Sealing with color as noted on exterior color schedule. Headap shall be 21, and exposure shall be 5". 2. Felt: One layer of 15# asphalt- saturated, organic, unperforated felt, unless otherwise indicated. Lap as recommended by shingle manufacturer. 3, Flashings shall be 22 go. paintgtip galvanizediron, painted where exposed. 4. All fasteners shall be hot dipped galvanized steel with no exposed fasteners allowed Stapling is strictly prohibited 5. Rite vent shall be a continuous exhaust 12" wide max. vent equal to -Shinglevent 2" by Air -vent Inc. or the "Cobra-Ridgevent T' by G,4,F or approved equal. Provide all ridge vent accessories including but not limited to cap shingles, end caps, and weather filter fabric, 5. Where January average daily temperature is 25 degrees or less, provide Grace ice Shield winter ice dam protection a thiinimunt of 6' up on all eaves (from exterior wall line below), 3' around all roof penetrations, and 3! to either side of all valleys. PART 3 - EXECUTION 1. Applications: Install A roofing in accordance with manufactur Ws recommendations and in accordance with local. codes. A minimum of four nails -ball be installed an each three foot strip shingle, more as required by local code. 2. Guarantee: In addition to manufacturer's standard guarantee.-, the roofing contractor shall furthish to the Owner, certificates that, roofing has been installed in strict accordance with manufacturer's directions and specifications, and in such manner so as to render the guarantees of the fini shed roofs in full force and effect. 3. Exercise care when installing shingles as not to mar the exposed surfaces. Any defects visible from the ground shall be replaced at no charge to the Owner. 4. install GrraceIce Shieldto overhang (hip edge 1/4" andto extend 12" past, interior wall line. Minimum width shall be 6', If horizontal I ap is required, it shall occur outside the wall line. SECTION 07600 - FLASHING & SHEET METAL PARTI-GENERAL 1. It is the intent that all sheet metal flashings, drips, counter flashiings, downspouts, gutters, head flashings,, and as called for on the drawings , shall be water and weather tight under all weather conditions and exposed portions shall be painted or prefinished __ _�� e"4L 1AA% d _t /_ +,to, P �A 0� Ak' " tA& r", A�� -%-.----O- 0(51�0&,s I �d 0 -7 = 0 0 I- 2 () I- 0 C (3 " _,� ", . -C 'm r_ 0) I UJ M 0.) a- . UJ - "t m in < . V) W 8 Q C ea C)_ V) . r E :5 00 0 W r�_ 0- < � C) cn W 3: a) %_ 'a S - . 9 ML ,c,: f - 0 2 Z C := -C E U I .r- -r- .0 -,4-1, . 0 -'U- -0 2 L 4J 0 A 13 o IS ,J L 01 - 0 0.0- 0 C LL C 1* - 0- U) -6 X (b _r_ L 0 L 0 L QL Q__S_- %J 4) � 0) 0 -D -S M L th (D . -0 C Q Q :5 ') M 0.q rJ -0 0 C V) .64 _n 4) L 4- =� M_Q 'a :E 'D 0 0 L g) :E 0 i �D ,)2 L, :) C 0 :n,u a- C- m r- 0 - r- .,T a -2 it i 0 L - 0 L 4) th 02 13 'n M a. r- 13 S 0 - = C C j L Zi _ '0 � Q_ ') � 'D 0 0 Q 4) L L � --I 0 .t! ,Q _� -0 0 V) rs �_ q) 0 0 L () _E M. 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I I 11 �� , �� ,.. .111. . , �� '. `,,� . ., I . . �� 1 54. 1 1 .. k,40 -, ... �� I I I I ��' " ��, &, 11 ��, *�k , . �, 1. $ , \ _ " '1�1, - I � �� .. ,% �._, �p f. " I ji. I �� , , � : ". " , \ 13� � X,; � " . , �.� L�k "' �i "" ' , �,, : , � . .. L " ".. . , , �. ,, _ : ,", . ,,,,, .11, ".... , � � 1-111\11 L ... I R� 31111. 1. "I'll I "I'll", I I'll, . I . ... I I ELECTRONIC, 5EAL 9 516NATLRE 51te: PRIW05E 50HOOL at PEST CARMEL 5-138-5-146 K q8th 5t. CARMEL, IN 46052 f3ullcling Type: IN -2013-5 Dravflnq Tltle.. 5PEGIFICATIONS Date: Drn: 5TAFF blIC112013 C,kd: MDF Dravqlng Number: AO.4 Revl5lon5: bid & permit set 6 , i ; I ; 6 ; 2. Standards: Architectural Sheet Metal Manual of the Shed Metal mid Air Conditioning Contractors National Association shall be used as a basis for the installation of items not shown .in detail or not specified Also . I I reference ASTM A-525 and ASTM A-527. PART2-PRODUCTS 1. Roof edge flashing shall be and d1rip edge shall be.032 prefinished alurninum. Fabricate to profiles on drawings. Exterior and.exposed sheet metal shall be 22 ga. Zinc -Coated steel with paint grip surface. 2. Fasteners shall be of the samernaterial as the flashings or a compatible , non -corrosive metal as recommended -by SMACNA. 3- Gutters shall be.040 prefinished aluminum. Install with minimum pitch to downspouts. Seamless gutters matching the profilt and color shown will- be accepted Provide spike and ferrule anchoring. 4. Downspouts shall be 41, diameter prefini shed alurninum. Pipeall downspouts to approved storm drainage system. Color shall match gutters. 5. Soffit Vents - providefully vented aluminum soffit vents equal to Nofaridex Aluminum 12" Vented Soffit Panel .019" Thick with free air space of 9,72 sq inches per sq. ft. 1. Shop fabricate to the greatest extent possible. 2. Provide for horizontal expansion withj oints as detailed by SMACNA. 3. Form all sheet metal on conventional equipment to insure metal is free from oil -canning, buckling, toot marks, equipment marks, dents, crushing and true in line and dimension. Exposed edges shall be folded back to form hems free of tool and die marks. 4. Anchor all pieces firmly in place, providing for thermal expansion. Use concealed fasteners at all locations exposed to public view and , minimize exposed fasteners at all other locations. Caulk at any condition that cannot be otherwise made water andweatherfight with elastomeric sealant. SECTION 07900 - JOINT SEALANTS PARTI-GENERAL 1. It is the intent of this section to specify minimum standards for interior and exteriorjoint sealant products and installation. See various other sections for related sealants, PART2-PRODUCTS 1. Materials: a. Interior Caulking: GE Silicone Sanitary 1702 Sealant or equal in white, almond or clear, to match adjacent surfaces. b. Exterior Caulking: GE Construction 1200 Silicone Sealant, or equal. See Exterior Color Schedule. PART 3 - EXECUTION 1. ,Installation: Install materials in accordance with manufacturer's recommendati ons. 2. All j oints shall be tooled water and weatherproof Nojointgreater than 1 All shall be sealed or caulked Remove excess sealant and leave surfaces clean, smooth, and neat, 3. Interior - Sea] tops and bottoms of all baseboards and wainscot trim, all intersections of wails and casework bottoms of door frames, behind mirrors, and all similar conditions inside. Apply a dean smooth raised head of silicone caulk on ,all gaps and seams between immovable equipment, and walls and floors. Silicone seal all joints and connections in the FRP wallcovering system. 4. Exterior - seal all joints in the building envelope that we sources of air leakage, such as around window and door frames, between wall cavities and window and door frames ' , between bottom plate and fouudntlons� between ctiling and wall intersections, at all utilities I I I - through cellings and wails and at sindlw conditions outside the,, building 5. Holes in the building envelope, for electrical mid telecommunications equipment shall be sealed including the service entrance, wires, conduits, p antis, light fixtures, and fans. DIVISION 8 - DOORS AND WINDOWS SECTION 08100 - HOLLOW METAL DOORS AND FRAMES PART1-GENERAL 1. it is the intent of this section to establish minimum standards for the exterior hollow metal doors, exterior metal insulated doors, and interi or/exterior hollow metal frames', 2. Work specified in other sections includes, but is not limitedta, Aluminum Doors & Frames, Interior Wood Doors, Glass and Glazing, Finish Hardware, and Painting 3. Contractor shall cooperate closely with the hardware supplier as required for proper preparation of doors and frames for the reception of all items as specified in Section 08700 Finish Hardware. 4. See drawings and schedules for type, size, design, and location of hollow meal doors, louvers, vision panels, frames, etc. 5. Referenced Standards: A. ASTME152 - Method of FireTests of Door Assemblies. B. DHI - Installation Guide for Doors and Hardware. I I C. NFPA 80 - Fire Doors and lVinclows. D. NFPA 25 2 - Fire Tests for Door Assemblies. E. SDI -100 - Standard Steel Doors andFrames. F. SDI- 105 - Recommended Execti on Instructions .for Steel Frames. G. UL 10B - Fire Tests of Door Assemblies. H. ANSI A151.1 - Endurance Test L ANSI 115 - Hardware Preparation. 6. Delivery, Storage and Protecti on: A. Storage of Doors Doors shall be stored in an upright position under cover. Place the units on at least 4" (100mrq) wood sills on fl oors in. a manner that will prevent rust and damage. Do not uie non -vented plastic or canvas shelters which create a humidity chamber and promote rusting. if the coff ugated wrapper on the door becomes wet, or moisture appears, remove the wrapper immediately. Provide a 1/4 " (6.35 mm) space between the doors to promote air circulation. B. Storage of Frames Frames shall be stored under cover on 4" (100mm) wood sills on floors in a manner that will prevent rust and damage. Do not use non -vented plastic or canvas shelters, which create a humidity chamber and promote rusting. Assembled frames shall be stored in a vertical position,five units maximum in a stack. Provide a 1/4" (6.35 mm) space between frames to promote air circulation. PART2 - PRODUCTS 1. Manufacturer StandardHollow Metal Manufacturer shall be Steel craft� CECO, Republic, Curries, or approved equal. Z. Hollow Metal Door shall be equal to Steel craft 6 -panel orflush, -with foamed in place polyurethane insulation polystyrene core. (R=9.0)lnstdation,andfactotypiimer. Doors shall be made of commercial quality, electrogalvanized (ASTM A591) and free from scale, pitting, or other surface defects. Face sheets for exterior doors shall be not less than 18 gauge and shall be zinc coated and primed 3. All doors shall be of fully welded construction with no visible seams on their faces or verti cat edges. Door thickness shall be 1-3/4". 4. All doors shall be strong, rigid and neat in appearance, free from warps and buckles. Comer bends shall be true and straight and of minimum. radius for the gauge of metal used 5. Top& Bottom edges of all doors shall be closed with a continuous recessed steel channel not less than 20 gauge and extending the full width and spot welded to the faces. Exterior doors shall have an additionalflush closing channel at their top edges and where required for the attachment of weatherstripping. Openings shall be provided at the bottom closure for the escape of trapped moisture. 6. vertical edges of single acting doors shall be beveled 1/8" in 211. 7. Doors shall be reinforced, drilled, and tapped at the factory for fully templated. hardware only, in stri ct accordance with the specified hardware only, and in accord with. instructions and templates provided by the hardware supplier. Where surface mounted hardware is to be applied, the door -shall have reinforcing plates. Minimum gauges for these plates are: a. Hinge & Pivot: 10 gauge b. Lock Face, Flush Bolts, concealed holders, surface mounted closers� 18 gauge I c. All other:16 gauge S. Where specified of scheduled, provide hollow metal mouldings to secure giazing in accordance with glass sizes shown on the plans. Fixed niouldings shall be securely welded to the door on the security side. Loose stops shall be not I ess than 20 gauge steel, with mitered comer joints, secured to the framed opening with cadmium or zinc-coattd countersunk screws. 9. Finish shall be a rustArillibitive primer applied to all surfaces of the door, then fWly cured before shipment. After fabrication, all toot marks andsurface imperfcclions shall be dressed, filled, and sanded as required to make all faces and vertical edges smooth, level, andfree from . irregulariti es, Doors shall then be chemically treated to ensure maximum paint adhesion. 10, Hollow Metal Frames have their size, profile, and general detail indicated on the, drawings. No screws or fasteners shall be exposed except as specified. Punch, all frames for silencers, 3 on knob side of single acting doors, 2 in the head of double doors. Punch and countersink for wood screws where required to attach to wood framing. Where continuous hinges are specified, there shall be no hinge stop on the frame. 11. Frames for exterior doors shall be commercial grade cold rolled steel conforming to ASTM A336 -66T, not less tban 16 gauge and shall be zinc coated Frame shall be designed for a minimum 2_5 psf horizontal load 12. Frames for interior openings shall be conunercial.grade cold rolled steel conforming to ASIM A336 -66T, or hot rolled and picked steel conformingtoASTMA569-66T Frames for opening less than 4%0" shall be 18 gauge, for openings wider than 4'-O", 16 gauge. 13, All frames shall be custom inade. welded with integral comers and trim. Knock, down exterior frames will not be allowed. Interior door frames may be I a gauge KD with tight fitting mitered and reinforced . comers. 14. All finished work shall be strong and rigi 4 neat in appearance, square and true. and free from defects, warps, or buckles. Comerj oints shall have all contact edges closed tight, with trim faces mitered and continuously welded, and stops mitered. The use of gussets shall not be permitted Minimum depth of stops shall be 5/8". 15, Frames shall be reinforced, drilled, and tapped at the factory for fully templated hardware only, in stri ct accordance with the specified hardware only, and in accord with instructions and templates provided by the hardware %sipplier, Where. surface mounted hardware is to be applied, the door shall have reinforcing plates. Minimum gauges for these plates are. a. Hinge & Pivot: 7 gauge 1,25"xlO"min. b. Lock Face, Flush Bolts, concealed holders, surface mounted closers, strikes:12 gauge. c. All other: 1 2 gauge 16. Floor anchors shall be securely welded inside each jamb, with two holes provided at each jamb for floor attachment, Minimum thickness of floor anchors shall be 14 gauge. . 17, Frames installed in wood stud partitions shall be provided with drywall installation anchors of suitable design, not less than 18 gauge thickness, with compression anchor at head andfloor anchors as specified in 2.21. Frames shall be anchoredto concrete, masonry, orsted with anchors of suitable design. Off -set anchors may be required at certain locations. 1 8. All firames'shall be provided with a temporary steel spreader bar attached to the &et of both j ambs to serve as a temporary brace during shipping and handling. Do not remove until bucks are finally secured in place. 19. Labeled doors and frames shall be provided for those openings . recirruingfire protection ratings as detennined and scheduled on the plans. Such doors aadfraints shall be constructed as tested, approved and labeled by a recognized testing agency having a factory inspection service. If any door specified cannot qualify for an appropriate rating because of it's design,, hardware, or any other reason, the Architect shall be notified prior to submitting a bid. 20. Finish shall be a rust -inhibitive primer appliedto all surfaces of the frame, -then fully cored before, shipment After fabri calion� all toot marks and surface imperfections shall be dressed, filled, and sanded asrequired to make all faces andvertical edges smooth, level, andfree from iff egularities. Frames shall then be chemically treated to ensure maximum paint adhesion. 21. Ile location of hardware on doors and frames shall be as follows: a. Top Hinge: 511 from head to top of hinge. b. Bottom hinge: 10" from floor to bottom of hinge. c. Intermediate: Spaced equally between top &bottom hinge. d Locks& Latches, 38" fi-orn floor to centerline or as specified on drawings. e. Deadlocks: 42" from floor to centerline. f Panic Hardware: As specified on drawings or 38" ' g. D loor Pulls & Pushes: 38 " from floor to cent,erline. 22. Clearances at edges shall be as follows: a. Between door and frame at head andj amb; -1/8". b. Atcloorsills: Where no threshold is used - 3/8" maximum. I Where threshold is used - 1/4" maximum. I c. Meeting edgt,of pair of doors - L'8". d Carpet - 3/411 mirimuni. See plans andscliedules for areas to receive carpet. PART 3 - EXECUTION I. Frame Installation: Frames shall beset holding head level and I maintainingjambs square and plumb. Secure all anchoragesto adjacent construction. Leave spreader bars intact until frames are conipletely set. 2. Door Installation: Apply hardware in accordance with matiufacturer templates and instructions. Acjust all operable parts for coff ect function. Remove hardwarewitti the exception of prime coated.items, tag, box, and reinstall after field.painting is completed. Installation of fire rated doors I , and hardwareshall be in conformance to UL requirements. 3. Touch-up: Immediately after erection, areas where prime coat has , been damaged shall be sanctedsmooth and touched up with the same primer applied at the shop, Remove all rust before touch I ing-up. SECTION 0821 0 - WOOD DOORS PARTI-OENERAL 1. Extent and location of each wood door is shown on the plans. Types include, solid core A re rated doors and hollow core doors. � 2. Doors shall be factory prepped for hardware. . 3. Fire rated doors shall be tested in accordance with ASTM E 152 and I shall be label ed and listed by a testing agency and inspection organization .- such as UX. or Fadory Mutual. 4. obtain all doors from a single mamdacturer to ensure uniformity in quality, appearance and construction. 5. Solid core interior wood doors shall carry a five year warranty. . PART 2 - PRODUCTS 1. Wood doors shall comply with ANSI/N-%VMA I. S, I "Industry Standard for Flush. Wood Door e' published by NationE� Woodwork Manufacturer's Association as manufactured by Mohawk Flush Doors, Inc. 2. Face panel shall bt.-Aandard 2 or 3 ply panels. All doors shall have White bitch, rotary cut custom grade faces. A] I doors shall be stained and sealed per the color schedule -and painting specification forinterior wood trim. 3. Fire rated solid core wood doors shall have faces as,specified and shall have -the manufachireVs standard core as required to obtain fire rating, and shall have a solid wood frame on all sides large enough to accept all hardware, Doors shall be 1-3/4" thick. I 1 4. Comply with tolerance requirements of AW1 for prefitting, 5. Out and trini openings through doors as shown on. drawings. Lite openings shall be factory cut and trimmed with flush wood beads. Utes in fire rated doors shall be constructed and tested as an assembly and shall come to thejobsite assembled. PART 3 - EXECU`TION 1 . Condition doors to av rage prevailing humidity in install ati on. area re - - prior to hanging. , 2. Install doors in s1rict accordance with manufacturer's instructions. 3. See finish hardware specification for tolerances required when hanging I , - - doors. 4. Altust all doors to swing freely, and protect all cornpleted work. SECTION 08500 - VINYL/ALUMIN UM SINGLE HUNG WINDOWS PART1-GENFRAL 1. It is the intent of this section to establish minirriumstandards for the fabrication and installation of the vinyl windows. Aluminum windows with equal petforinance will be accepted with prior approval, Reference the drawings for the locations, sizes, and details of all products specified in this section. 2. it is the intent that all installed products shall be weather and water fight. 3. Applicable provisions of the ADA shall be incorporated into the fabrication and installation of the various elements. 4. All windowsshall be providedwith screen,_4 on tlic active ,side. 5. Horizontal loadan the assembly shall be 24 pounds per square foot unless local code requires a higher loading. The fabricator shall add internal structural reinforcing sections as required to ensure the structural adequacy of the assembly. PART 2 - PRODUCTS 1. Single hung andfixed exterior windows shall be single hung style, color per Exterior Color Schedule, and equal to Silverline 2300 series vinyl window or equal aluminum window. All windows shall have a tilt sash, interlock at sash meeting rails, tilt -in sashes, stainless steel constant force balances, and dual vent, locks 2. Glazing (DSB) shall carry a five. year warrant), against obstruction of I . vision due to seal failure (other than breakage). class shall be tempered, low "e' doubleglazing, 3. Window unit shall halve a "U" factor of .35 or lower, and a SHGC of.40orlower. ALL GLAZING SHALL BE TF.MFERED. 3. All windows shall have a tilt sash, interlock at sash meeting rails, filt-in sashes, Aiiinless steel constant force balances, and dual vent locks. All windows. shall have removabil e bl ocks added to prevent the bottom sash from moving. 4. Screen-! shall be manufacturer's aluminum screen. 4. Framing members provided under this section sluill meet or exceed the following performance requirements: a. Air Infiltration not to exceed.14 CFM per square footwhen tested in accof dance mrith AAMA 1 01 - DP H -R30. b. No water shall pass ,the interiorframe, of the system when I tested in accordance with ASTM E-331 at a test pressure of 5.25 PSF. c. Mien tested in accordance, with ASTM E-330, themaximum. stress sMI not exceed 45 PSI andthe maximum deflection of any membershall not exceed V175 of its span, Wheritheloadis removed there shall be noevidence of any permanent deforniation or damage, PART 3 - EXECUTION 1. Windows shall be installed, glazed and ac#usted by experienced , tradesmen in accordance with the manufacturer's printed instructions. After installation the contractor -Ji.all aclust all el ements for proper .. I � operation. Protect all exposed portions from damage by, other trades. 2. Members shall be acctiTatetyfitttd.aiidmechaWcalbr attachedby means of screws and other. fasteners which for the most part shall be concealed; exposed fasteners shall match the finish of the vinyl/aluminum. members. 3. Screwq,bolts, and other fasteners shall befirmly seattdforming connections that are free of voift gaps, and cracks that will allow water to pass. 4. Vertical dements shall be plumb, straight, �and square. - 5. Prior to erection the installer shall verify the opening providedis . I adequate to support the assembly. 6. Intersecti ons with other wonk and materialssliall be made neatly, with I evenjoints. All. vinyl to masonry shall be. sealed with Dymeric. sealant tooled and compressed complete. with backer rod. The color shall match that of the exposed aluminum. 7. All ferrous metals, induding.galvanized iron, shall be separated from theframe with a bond breaker. 8. Protect all exposed vinyl/alurriinum from damage at all times, including masonry cleaning solutions and other chemicals. SECTION 08700 - FINISH HARDWARE PART I - GENERAL 1. It is the intent of this section to establish minirmart standards for the fabrication and installation of thefinish hardware. Referencethe drawings for the I ocation of all products scheduled. 1 2. It is the intent of thissection for all operable doors to have finish hardware. An) door not having hardware specifically called for shall be fitted with finish hardware based on similar doors with sirnitar functions. 3. The Owner desires all cores on all buildings be of the same manufacturer and specification; therefore, uosubstitutions will be allowed 4. All labeledhard-tvare shall conform to U.L. specifications. NFPA #80 I , Pamphlet shall be the guide for fire and safety. 5. 'Me Contractor's finish hardware supplier shall prepare a finalfinish hardware schedule for review by the Architect before any hardware is ordered. 6. Hardware templates shall. be transmitted to the Aluminum Door, Hollow Metal, Wood Door, and other related suppliers. 7. All locations shall be verified and coordinated by the Hardware Supplier before fabrication. S. Unless otherwise directed, hardware shall be mountedper specifications, or the hardware manufacturer's standards. Accessible door hardware shall be installed in conformance with ADA regulations. It is the intent to have all hardware usable by the children to be installed low enough. so small children can operate doors in.normal and evaergericy situations. 9, Each hardware item shall be packaged separately with all screws, wrenches, templates, and instructions, Mark with doornumber to which each piece belongs. PART 2 - PRODUCTS 1. The numbers used in the schedule are of the following manufacturerg. . 2. All cylinder locks shall be removable core. Provide construction cores for all exterior doors. a. Provide 4 111) o Not Duplicate" master keys and 6 copies of all other keys to the Owner upon completion of the project. Door locks shall be keyed per the direction of the Architect. 3. Closers shall have backcheck device, and installed parallel mount on the push%de of all.doors, 4. Hardware shall comply with the requirements of state andlocal codes 5. .A suggested vendor for hardware is: Consolodated Millwork Supply, Inc. 1 2 82 8 W. Riverview Avenue Dayton, Ohio 45407-0038 (937)278-0706 Attn: Mike Vagedes PART 3 - ENECUTION 1 - All hardware shall be carefully fitted, secured, and adjusted by skilled mechanicsin accordance with the manufacturer's instructions. Damageto surrounding surfaces shall be repairedto completely conceal the damage and/or replaced at the direction. of the Architect 2. All doors shall operate without binding of any type and shall return to a smooth even fit with the surface of the door equal distant from the si des and faces of the frame, Closers shall gently return all doors to the dosed position with latches fally engaged Labeled hardware shall have the � labels and other operating portions masked off before painting commences, remove after painting is complete. 3. All hollow metal frames for doorrs shall have three rubbersilencersin the strikejamtx. Fire rated doors shall have smoke seal-, I 4. Thresholds, regardless of location, shall be set in a full bed of silicone. -1. A(tust, clean and oil all hardware before final inspection. SECTION 08800 - GLAZING PART I - GENERAL 1. it is the intentof this section to establish minimum standards for the manufacturer and installation of glass and glazing. 2, All gl ass products shall comply with State mid Federal safety regulations and shall be in compliance with child care licensing regulations for the area. 3. Vertical exterior glass shall be designed to sustain 24 PSF wind loads without failure. 4. Reference drawings for locations and sizes of all glass panels. 5. The glass installer shall be responsible and shall verify all glass sizes, I dimensions, andframedopenings. 6. Wh ere there is an exterior and interior surface orientation to be maintained, the piece shall have a label on the exterior surface indicating this side out. 7. All glass products shall be cleaned of all dust, dirt, and surface contaminates prior to punch list. Both.sides of all glass shall be cleaned at all locations. 8. Any glass product that has a crack, internal/extemal flaw, chips, holes, . voi ds, or other surface damage shall be replaced at no cost to the Owner. 9. Glass products shall be protected from the work of ac#acent trades. Protect glassfrom masonry cleaning solutions and all paint. 10. it is the intent of this section that all glass and glazing be water and , weather fight in all wind loading and moisture situations. 11. Al I glass shall be from the same manufacturer to insure consistent color and transparency. PART 2 - PRODUCTS 1. All glass products shall bePPG, Pittsburgh Plate Glass Company or approvedequal. All glass to be float glass. Class shall be nianufacturedto meet Federal Specification DD - G -451d and ANSI Z97, 1. 2. All glass in the center shall be safety tempered or laminated 3. See Section 08500 for Aluminum Window glazing. 4. Interior Glazing shall be 1/4" tempered or laminated, clear. Laminated safety glass shall be one-quarter (1/4) inch thick clear laminated glass equal to that manufactured by Hordis Brothers, Inc. 5. Mirrors shall be 1/41, polished plate miff or quality with concealed fasteners. Size, shall be 24"X36" unless noted otherwise on plans. 6. All glazing in fire rated doors or walls shall be 1/4" wire glass, equal to that manufactured by Hordis Brothers, Inc., in U.L. listed pre -finished metal frames. 7. Glazing Compound for Hollow Metal Frames: Pecora"M-242",Dow Coming 795" or equal. S. Reference Section 09200 for requirements of Aluminum Door and Frame glazing and installati on. C, PART 3 - E XECUTION 1 - All. glass shall be. set atop setting blocks of resilient rubber with a minimum 518" bite on all glass mid proper tolerance for ?)ass and aluminum expansion in the vertical and horizontal directions. 2. All pressure plates and covers shall be installed to produce an even pressure with distortion free images. 3. All aluminum to gJass sealants shall be silicone based All aluminum to masonry sealants shall be two part Dymeric to match adjacent aluminum. 4. All glass products shall have temporan, markings and synibols on me I . or both sides to clearly indicate the.opening has been glazed with a glass product. Specifically -doors, sidelights and glass at normal walking.1wels and pathways shall be marked Remove all markings. -prior to final pundilist. DINISION 9 - FINISHES SECTION 09250 - GYPSUM '",'ALLBOA RD PART I - GENERAL 1. It is the intent of this sectim to establish the minimum standards for the installation and manufacture of Drywall. 2. All the drywall shall be provided, hung, taped, sanded and ready for painting, vinyl covering, and relatedfinishes. Drywall above the ceiling fine is required to be property taped. 3; Draftstops shall be installed in the attic area as shown on drawings. Draftstops shall be standard type drywall and require fire taping, only, no finish sanding is required 4. Material systems specified are those of United States Gypsum Company (USG) and shall establish a standard of quality. Johns-Mariville andBestwall Gypsum Company are acceptable alternates, however, all products must meet or exceed the minimum standard of quality. 5. Coordinate, work with other trades, especially electrical and mechanical, for location of accessories in drywall construction. At a minimum, mark all studs on the subfloor with a permanent black marker. Also, mark location of pipes hidden in walls. Spray paint a red circle below every electrical box to be, covered with drywall. 6. Temperatures in the building ,shall be maintained within the range of 55 degrees F. to 95 degrees F. Adequate ventilation shall be provided to eliminate excess moisture within the building during this same period. PART 2 - PRODUCTS 1. Interior Partitions', a. Wallboard. As shown on Drawings, shall be ASTM C-16 Regular (Type III, Grade R, Class 1) or Fire -Rated (Type III, Grade X, Class I) wallboard as indicated with thickness to be five-eighths (5/81) inch andwidth to be forty-eight (48) inches. b, Use 51r Water Resistant (W,R) type wallboard ASTM C630 as a 4'wainscot in all toilet rooms, utility rooms, and kitchen. c. Ceilings: As shown on drawings, shall be AS"I'M C36 drywall with thickness to be five-eighths (5/8) inch, (Fype III, Gi,ade R, Class I). 2. Fastening System: Nails or screws per manufacturer's specifications. Nails in accordance with ASTM C514 and steel screws in accordance with ASTM C954 and C1002. a. All external corners to be reinforced with U.S. Gypsum Diu - A -Bead No. 103, single I ength. b Metal Trim: U.S. Gypsum, 200-A U-shaped channel. 4. Joint Tape and Joint Compound: Use the three (3) coat finishing method. Drywall shall be left ready to paint. Use Durabond 90 Joint Compound and Perf-A-Tape Joint Reinforcing tape in accordance with ASTM C474 imb C475. Exterior applications require a water resistant joint treatment and galvanized accessories. PART 3 � EXECLMON 1. Electrical and mechanical piping, equipment, fixtures, cabinets, and misce I llaneous accessories shall be enclosed in, partitions. Contractor shall coordinate with other trades to install partitions of the required thickness to enclose work. 2, Cut all board accurately. Apply the long dimension parallel and over framing members. Joints shall be staggered. Position all endjoints over stud Staggerjoints at multiple layer applications. 3. Walls shall be screwed a minimum of 81' o.c. on edge,,; on framing memberq arid12"o.c. in the field of the board 4. Ceilings shall be screwed 6"o.c. on. edges supported by framing members and 8!1 o.c. in the field of the board Furring channels; shall. be spaced24"ox, maximum, Furring channels shall be attached to the bottom chord of the truss with wire ties and two I _5 " long sheet metal crtws. 5. Coordinate the application of drywall with other trades for the installation of their work, in particular woodblocking for the attachment of shelves, door stops, fixtures, etc. 6. All verd cat and horizontal outside comers shall be reinforced with #900 comer bead fastened with staples -not more than 6"o,c. at both flanges along the entire length of the bead 7. Whendrywall terminates at masonry or other dissi'milar materials, apply a USG- Metal 200-A fastened at the perforated si de at 6"o.c. with staples spaced 6"o.c. The trim shall firmly abut the dissimilar material forming a neat j oint. 8. Perf-A-Tape Joint System shall cover all metal trim, face boardjoints. fastenings, and any defect. Tape --hall be applied over the full length of all j oi tits, but shall not oved ap at intersections. At wall -ceiling intersecti on s, and interior wall and partition corners, tape shall be folded and installed as above, working from top to bottoni. All interior corners shall have tape positioned to bridge thej oint Taping shall be done in a three step application, final coat to be feathered out to a total width otnot less than 12" at tapercdjoints, and 18" at butt joints. Sand sanooth and leave ready for painting or coating, take care not to roughen paper surface. 9. Fill andfinish all depressions aroundnail and screw heads. 10. Lightly mop all walls to be painted afterfinal sanding. 1 1. At the completion of all drywall work, a j oint compound shall be cleaned from beads, screeds, metal base mid trim, leaving work ready for decoration by others. All dtvwall mud and trash shall be removed from , building, leaving,floors broom clean. SECTION 09310 - CERAMIC TILE PART I - GENERAL 1. The extent of the ceramic file work isindicated on the plans and schedules. 2. Provide materials from one source for each type of tile. 3. Provide tile as specified If unable to find specified tile provide Architect with a full size sample of tile. 4. installer shall examine the substrate and the conditions under which the tile is to be installed. Notify the General Contractor in writing of any conditions detrimental to the proper and timely completion of the work. Do not proceed with the work unfil unsatisfactory conditions have been corrected in a manner acceptable to the installer. PART 2 - PRODUCTS 1. Cerarni c tile shall as specified on plans. 2. All floor file shall have a skid inhibifingsurface. 3. Trim pieces shall be as required for a complete, continuously coved installation, of same material, ,size, color, and finish of field file. 4. At all transitions to vinyl, vinyl tilt, carpet or other floor surfaces, provide a marble threshold located directly under ,the door unit. 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I ELECTRONIC SEAL 4 - 516NATLRE 51te: PRIMROSE 50HOOL at PCEST CARMEL 3"738-3-146 K q6th 5t. CARMEL, IN 46032 Building Type: IN -2013-5 Dravflnq Title: SPEGIFIGATION5 Date: Drn: 5TAFF b/Ici/2013 Gkd: MDF Drav4ing Number: AO.5 Revl5lon5: bid & permit set 0 , A , 0 , 1. I 3. Mortar shall be dryset presanded portland cement and additives complying with ANSI At 18 3. 6, Grout, shall be latex pottl and cement as specified on Interior Finish SchedLde. 7. Sealant shall be.ur ethane.multi -part equal to Sumitseal SL 99. PART 3 - EXECUTION 1" comply with ANSI standard installation specifications A108.1 through A108.7 except a-, otherwise indicated Maintain mininium temperature levels as recommended by material manufacturers. 2. Extend all tile work into recesses and un der equipment and fixJure s to form a complete coveting without interruptions, except as otherwise shown. Terminate work neatly at obstructions, edges and corners without disruption of pattern orjoint alignment. 3. Comply with the manufacturer's instructions for mixing and installation of proprietary materials. 4. Neutralize and seal substrates in accordance with mortar and adhesive manufacturer's instructions. 5. Use organic adhesive only oil clean, smooth drywall walls. 6. Unless shown otherwi se, lay file in a neat grid pattern. Align j oints when a(# oining tile -s an floor, base, walls, and trim are the same size. Lay out tile work and center file fields in both directions in each space or on each wall are& Aciust to minimize tile cuffing. Provideurriforinjoint widths, unless shown otherwise. 7. Apply sealer to tile surface and grroutedjoints after installafion. 7. seal tht top edge of all coved file base with GE Silicone #1702 or approved equaL 8. Leave finished installation free of cracked, chipped, broken, unbonded or otherwise defective work. Protect allfloor tile installations with Kraft paper or other heavy covering during constructiort period to prevent staining or damage. No foot or wheel traffic permitted on floor for at least seven (7) days after grouting. Clean as necessary for final inspection. SECTION 09510 ACOUSTICAL CEILINGS (CFMENTITIOUS WOOD FIBER CEILINGS) PARTI-GENERAL 1.02 REFERENCES A. ASTMInternational: L ASTM E84 Standard TestMethod for Surface Burning Characteristics of Building Material& 2. ASTM E1264 Standard Classification for Acoustical Ceiling Products. B. Ceilings and Interior Systems Construction Association (CISCA)): 1. CTSCA Code of Practices. 1.03 SYSTEM DESCRIPTION A, PerformanceRequirements: 1. Provide acoustical ceiling assembly designed and tested to provide surface burning characteristics (ASTM E94) as follows: a. Flanitspread: 0. b. Smoke Developed: 0. n manufactured, Provide acoustical ceiling system which has bee fabricated and installed to provide Noise Reduction Coeffi cient. (NRQ rating as -follows: a. [1.01 [specify required NRC rating.]. 1.04 DELIVERY, STORAGE & HANDLING A, cieneral; Comply with Division I Product Requirement Section. B. Delivery: Deliver materials in.maturfacturer's original, unopened, undamaged containers with identification labels intact. 1 . Provide labels incicating brand name, style, size and thickness. C� Storage and Protection: Store materials protected from exposure to harmful environmental conditions and at temperature and humidity conditions recommendedby the manufacturer. I . Prevent soiling, physical damage or wetting. 2. Store cartons open at each end to stabilize moisture content arid temperature. l.o5 pROJECT/SM CONDITIONS A. Environmental Requirements: 1 . Do not install ceiling panels until building is closed in andHVAC system is operational. 2. Locate materials onsite at least 24 hours before beginning installation to allow materials to readi temperature, and moisture content equilibrium. 3, maintain the following conditions in areas where acoustical materials are to be, installed24 hours before, during and after installation: a. RelativeHumidity: 65 - 750/a. b. Uniform Temperature. 55 - 70 degrees F (13 - 21 degrees Q. PART 2 - PRODUCTS 1.01 ACOUSTICAL CTILING SYSTTM A. Manufacturer: Tecturn Inc. 1 . Contact- 105 South Sixth Street, Newark, OH 43055 - Telephone: (898) 977-9691, (740) 345-9691; Fax: (800) 832-8869; E-mail: info@tectum.co website: www..tedum.corn- B. Proprietary Systems, Acoustical ceiling systems, including the following: 1. Tedurn BevellBevel Direct Attachment Panels: a. Material: Aspen wood fibers bonded with inorganic hydraulic cement. b. Thickness- 1 inch (25.4 mm) C. Color: Factory painted white. d Width: 475/4 inches e. Length: 8 feet 1.02 PRODUCTSUBSMT-TTIONS A. Substitutions: Nosubstitritions; permitted 1.03 ACCESSORIES A. Provide accessories asfollows: 1. Tectum Painted HeadDrywall Screws: Material: Steel. Length: 3 inches Color: White 2. Tecturn Touch -UP Paint: Color: White PART 3 - EXECUTION 1.01 MANUFACTURER'SINSTRUCTIONS A. Comply with the instructions and recommendations of the ceiling system manufacturer. B. Install materials in accordance with governing regulations, fire resistance rating requirements and industry standards applicable to work. 1 Comply with CISCA Code of Practices - 1,02 EXAMINATION A. Site Verification of Conditions: 1. Examine surfaces scheckiledto receive suspended or directly attached acoustical urrits for unevenness, irregularities and dampness that would affect quality and execution of work. 2. Do not proceed with installation of ceiling sy stem until unacceptable conditions are corrected 1.03 INSTALLATION A. General: Do not begin installation until materials sufficient to complete an entire room are received and prepared for installation. B, Supports to accept screws no greater that 24" o.c. C. Panel ends must fall over support, Panel ends are to be staggered. D. Screwedto supports, three screws per panel width for 233/47' panels and five screws per panel width for 473/4r panel& E, Screw head to beflush with panel surface. 1.04 CLEANING A. Clean exposed surfaces of acoustical ceilings, trim, edge moldings and suspension members to comply with manufacturer's instructi ons for cleaning. B, Touch up any minorfinislt damage. Ci Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. SECTION 09650 - VINYL COMPOSITION TILE PART 1 - GENERAL 1. The extent of resilient floor is shown on. the plans and schedules. 2. Whenever possible, all materials shall be produced by a single manufacturer. 3. Provide not, less than 30 tiles after the completion of the work for replacement materials on thejob site. 4. Surfaces to receive resilient flooring shall meet the of SC -19 -RFI. Install no materials; over surfaces failing to meet the above. 5. installation of the floor file constitutes acceptance of the substrate by this Contractor. PART2-PRODUCTS 1. Vinyl Composition Tile: Shall be as manufactured by Armstrong, Azrock or approved equal. Tile to be 12" x 12" in size, having a one- eighth (1 /8) inch gauge and a Class A rating as per ASTM E84. Subflooring to be smooth, sound and firm. See Interior Color Schedule for color selection, 2. Adhesive for tile installation will be as recommended by the VCT manufacturer. 3. Concrete primer shall be a non -staining type as recommended by flooring manufacturer. 4. Rubber cove base as manufactured by Roppe Corporation conforming with F-1861, Group 1, Solid Style shall be "F'4" or 6" high per finish schedul e, provided in 120' coils to minitnize joints, and with pre -formed inside and outside corners. PART 3 - EXECUTION 1. Installation will be accomplished in strict accordance with manufacturer's recommendati ons. Install flooring after finishing operations, includijig painting. 2. Buff tightly to all adjacent surfaces. Scribe around obstructions to produce neatjoints, laid tight, even, and straight. Extend flooring into toe spaces, door reveals, and into closets and similar openings. 3. Maintain a temperature of not less than 70 degrees nor more than 90 degrees for a minimum of 24 hours before and 48 hours after tile installation, Roil tile as necessary for positive adhesion. 4. VCT will be laid with grain alternated at ninety (90) degree angle& 5. General Contractor will strip, seal and provide 5 coats of wax performed as recommendedby VCT manufacturer. Sweep, then damp mop the entire floor with a neutral detergent solution, carefully scrubbing excessive marks and soil. Apply coats of high quality commercial floor polish equal to Armstrong S480. Follow with a buffing using a single disc high speed buffer machine after eadi coat. All 5 coats of wax shall be applied prior to the delivery of FF&E to the school. if construction activity compromises the finish condition after the waxing is completed, but prior to FF&E delivery, the contractor shall cause the floors to be rebuffed to their original post -wax condition. It will be the franchise owners responsibility to secure afloorldeaning company to maintain the flooring after the delivery of the FF&E. SECTION 09900 - PAINTING PART 1 - OTENE RAL 1. It is the intent of this section to set ininimurn standards for the surface preparation and application of pain t materials interior and exterior, 2. In general it will be assumed that all building materials will be painted Items specifi cally called out not to be painted and prefini shed items will not be required to be painted unless otherwise noted 3. Provide primers and undercoat paintprodaced by the same manufacturer asthe finish coat. 4. Work reqiAredtobe paintedincludes: a. All wood, wood products and.0tillwork. b. All ferrous metals including galvanized and shop c, Prinivdinatiefials. d. All drywall material except wherenot exp I osed to view. e. All materials called out on the exterior andinterior color schedules. f All roof accessories, vents, flashings, etc. g, All portions of trash enclosures, equipment screens, guard posts, &. bases. It. All Portland Cement Stucco and accessories. i. All gutters, downspouts, beams, etc. j. All hollowmetal doors and frames. k. All access panels, electrical b.oxes, piping, and any Mechanical or Electrical item exposed to view. 1. All playground striping as shown on playground plans and detail s. 5. Work not included: a. Glass, rubber, plastic, stainlesi steel, copper, prefini shed aluminum, brick, exterior concrete, and site workilatwork. b. Parking striping and special coatings found in other Sections. 6. All exposed suiTaces of access doors, electrical panels, grilles and related flush moutitied equipment anditems in generalshall be painted the same color as sirrounding walls or surfaces. 7. Paint shall not be applied over caulkigg or sealants unless specifically called out to be painted Sealants and caulking shall be color coerdinated with the finish colors surrounding it. 8. Doors and door frames will be accent colors, different than the colors surrounding them. 9. Primers and undercoats shall be tinted to maLch the final top coat. Each coat will be.sligWy darker than the proceeding coat on three. coat work. 10. Millwork, woodwork, and woodproducts in contact with masonry er conmte shall be back primed before installation, 11. Any member or item or material visible behind a grille, louver, diffuser, etc. shall be painted a neutral black before final attachment of trim, 12. All exposed surfaces shall be inspected prior to. any.final painting for any defects or unacceptable substrata which cannot be corrected by the Contractor by procedures specified below. Once Painting Contractor commences painting,the final coat, theresponsibility of the final.surface be-comeshis. It is the Painting Cantractor's responsibility, through the General Contractor, to insure that the work of all previous Contractors is ready for painting and he will not proceed until all corrections are made to the satisfacti on of the Painting Contractor. 13. Paint materials shall not be applied to the exterior when the temperature is 40 degrees and falling or when frost or precipitation in any form is forecast within the next 24 hour period. Applyinstaict accordance with manufacturer's instructions: if the above criteria are in conflict with these directions. 14. The surfaces to be painted shall be dust and containinate free. 'Me area shall be broom. cleaned of all dust and debris- After painting operations begin with a given areaj commercial vactrum cleaning shall be used, 15. This Contractor shall provide sufficient temporary lighting for the surface being painted. Suffi cientlight shall be 50- 60 foot-candles. 16. This Contractor shall provide adequate ventilation to f emovefrorn the newly painted area, or during painting operations, all released moisture and toxic and volatile solvents from the building. Where volatile toxic or otherwi se harmful vapors are present, the. Contractor shall protect the work -men and ac�iacent areas from such agents. Fire and expl osion precautions will be the responsibility of this contractor and will be honored by all personriel on the projecL PART 2 - PRODUCTS 1. Material used must be exactly as specified for the various types of surfaces. 2. Use materials only asspecifiedon manufacturer's direction label on container. 3. Materials such as linseed oil, shellac, turpentine, etc., must be pure, of highest quality and bear identifying label on container. 4. As required by Public Law 91-695, the Lead Base Poisoning Prevention Act and by Facilities Engineering and Construction Agency, paint containing more than Jive (5) percent lead content shall not be used on surfaces accessible to children. Accessible surfaces include interior and exterior surfaces readily accessible to children up to seven. k7.) years of age. for all coats, 5. Proprietary names used herein refer to the Glidden Company products, unless otherwise specified Equivalent products of Porter, Behr, Benjamin More, Dunn and Edwards, or Sherwin-Williams Cbmpany will be acceptable. 6. Alt emate colors to be. coordinated with the owner. 7. It shall be understood that the number of coats called for is a minimum, and sufficient product shall be applied to cover the material and to produce a smooth, dense film of constant quality and hue. 8. Exterior Finishes: a- Metal unprimed - Surface prep S -W 13. One coat zincrich primer. Two coats industrial enamel, atkyd gloss 2.0 DFT each coat. b. Metal - galvanized - Surface prep SSPC-SPI solevant dean 2 coats DTIVI acrylic gloss coating @ 2.5 DFT each. coat. Note -,no alkyd material shall be used on galvanized surfaces. c. Exterior Siding and)Nlood7tim: Surface prep S -W 23, back prime all exterior wood. One coat A-100 Oil primer,@ 2.3DFT. Two coats A-100 Acrylic satin 0 1.3 DFT each coat. d Stucco, Concrete, and Concrete Block (where applicabie): Surface prep S -W 22 One Coat Loxon masonry coating @, 3.3 DFT, 2 coats A-100 exterior latex satin C6, 1.3 DFT each coat. 9. interior Finishes: a. Gypsum Wallboard - Walls and Ceilings Surface prep S -W 8 Provide medium texture on all drywall wall surfaces to receivepaint. Do nottexture wall scheduled to receive wall paper. 1. Walls - sernigloss I coat Preprite 200 Latex primer @ 1.6 DFT 2 coats Promar 200 Latex semi -gl oss (g, 1 � 7 DFT 2. Walls - eggshell I coat Preprite 200 Latex, primer (0 , 1.6 DFT 2 coats Promar 200 Latex eg-shel (p, 1,6 DFT 3. Ceilings (smooth) - 1 coat Preprite 200 Latex primer g 1.6 DFT 2 coats Promar 200 Latex setni -gloss @, 1 �7 DFT 4. Ceilings (textured) - 1 coat Promar 200 Latex serni-gloss @ 1.7 DFT b. Painted Wood Trim: Shall be sanded and Must be smooth to the touch so as to prevent crayon, etc. marking. Surface prep S -W 24 1 coat Classic Latex pti mer g 1.6 DFT 2 coats Promar.200 interior alkyd gloss@ 1.6 DFT c. Stained Interior Wood Shall be sanded and must be smooth to the touch so to prevent crayon marking. Surface prep S -W 24 2 coats Minw ax Wood Finish Stain/seater - 2 coats Minwax.Fast-drying Polyurethane - Clear Satin 1.0 DFT d. Metal - gloss alkyd finish Surface prep S -W 13. One coat Kern Kromik Universal Metal primer. Two coats industrial enamel, alkyd gloss @ 2.0 DFT each coat. PART 3 - EXECUTION 1. Only skilled mechanics experienced in thefield application of paint products shall be used 2. Generally application shall be by brush, roller, or spray. The application method -,Wt depend on. the products used and the coverage and final appearance obtained. Obtain approval of the Architect before sprayingrion-typical surfaces. 3. 'Me Contractor shall schedule the application of paint to ensure adequate drying time is allowed between coats of paint. Not more than one. coat shall be applied to one surface in one day. 4. The Contractor shalt not only protect his work at all times, but shall also protect all al acent work, surfaces wid mat6rials by an impervious covering or other method insure against contamination. Upon completion of the work, remove all paint product Tills, splatters, overspray and similar contaminants from all other surfaces including, but not limited to glass, prtfinished triatefials,floorifig, and ceiling materials. 5. Remove and pr,3tect hardware, accessories, plates, fixtures, and similar items or provide ample masking and inplace removable protection to insure against contamination. "Upon completion carefully replace all minoved items andremove all masking and coritarninatesfi-orn surfaces. 6. All paint materials shall be applied with adequate illumination, evenly applied with adequate illumination, evenly applied and spread to produce a smooth surface without runs, sags, holidays, brush or roller marks, air bubbles, pin holes, or uneven coverage. 7, Where Tray.painting is specified or approved by the Architect, overspray s I hall be removed immediately after Application. 8. Stain shall be appliedin a uniform coat, then allowed to penetrate, then wiped off with a dean smooth rag. 9. Metal accessories shall be generally 4)ray painted, including doors, frames, grilles, louvers, etc. 10. Where paint colors change in the same plane the base color shall be applied to the entire surface, then the remaining colors applied atop by masking or the base coat areas. In corners not in the same plane paint ,may be cut in by hand if the final juncture is neat and straight. 11. Surfaces shall be dean, dry, free of dust and grease, and free of any material that may drectly or indirectly affect the adhesion, surface, color or tme of the final coats of paint. a. Painted wood shall be sandpapered smooth and even and then tacked. Apply 4# cut shellac to all knots, pitch and resinous sapwood after prime coat has dried. Before applying final coat, fill all nail hole I s, cracks, or open joints with non -shrink,. hard drying spaOrling compound and/or putty. sand smooth and reprime before painting. b. Drywall shall be filled around all depressions, minor irregularitie,,�, etc. with an approved patching compound and sand to a feather edge, smooth level surface. Sandingshall not raise the grain or nap of the paper covering. Raisedjoints: in drywaiJ will not be acceptable. If ajoint can throw a shadow, correct the condition. 12, All metal exposed on the roof shall be painted to match shingles. 13. Seat tops, bottoms, arid sides of all wood doors with a heavy coat of varnishor sealer immediately upon delivery. SECTION 09951 - WALLCOVERINGS PART I - GENERAL 1. install wallcovering as indicated on the drawings. Coordinate ordering and install ation. Provide., adh,esiv. es, primers, scalers, and paint materials as recommended by the material supplier. 2. Maintain environmental conditions, project area temperatures, and protect wallcoveting before, during, and after install ation to comply with manufacturer's printed instructions. 3. Deliver,, store,, and handle wall coveting in accordance with manufarturer'sinstructions. Store with identification labels intact and visible. PART 2 - PRODUCTS 1. Wallcovering �shall be purchased from the source listed m Sheet A- 2.2. PART 3 - EXTCUTION 1. Examine the substrate and conditions under which wallcovering will be installed Notify contractor in writing of conditions detrimental to proper completion of the work. Do not proceed until unsatisfactory conditions have been corrected. Commencement of work will be construed as acceptance of substrate and conditions. 2. Maintain constant humidity levels within limits as specified in the manufacturer's instructions for at least 10 days before, during and at least 10 days after installation. 3, Illuminate area with building's permanent lighting system. 4. Clean substrates free of dust, dirt, stains, oily coatings, water based paints, or other compounds preventing adhesive bond or imparing performance. of installed materials. Completely remove all mildew. 5. Do not install over oil-based wood stains or felt tip markings without proper substrate preparation. 6. Prime or size walls as recommended by wall coveting manufacturer prior to install ation. New drywall shall be wiped down with a damp cloth to remove all sanding dust, All nails and screw andj oint depressions must be taped and spackelecito a smoothfinish. Nan -rusting nails and screws shall be used, otherwise seal to prevent bleed through. 7. Apply the adhesive evenly with no gaps or bare spots. 8. Remove excess adliesive along finished svam inirricclately after each strip is installed Use a damp but not wet sponge. Avoid getting adhesive on the face of the wallcoveting. 9. install material prior to installati on of finish trim items such as wall plates, window frames, andmoulding& Make all cuts on a cutting table with a fresh blade for each cut. 10, Cuts or edges of wallcovering materials visible around cover plates or trim art not acceptable. Redo or replace defective installations. SECTION 09986 - �FRP PART 1 - CTETN ERAL 1. Install FRP (Fiberglass Reinforced Panels) as called for on the drawings, PART 2 - PRODUCTS 1. FRP: Panel shall be 41 x 9'x 3/32 " pebble surface fiberglass reinforced panel. Adhesive as required by manufacturer or install over gypsum board as shown on plans inaccordance with manufacturer's instructions, a. Class Wfire rated FRP panels to be used where local codes require. Marlite, Kemlite or equal acceptable. b. All exposed edges of, FRP panels to be finished with vinyl molding equal to #390/square cap strip by Mercer Plastics Company, Inc. c. Color per interior Color Schedule. 2. Moldings: Shall match corresponding wall panel asfurnisliedby panel manufacturer. Moldings shall include those necessary for a complete workmanlike finish including inside comers, outside corners,, divider bars and end stops. End. stops (panel abutmentmoldings) are to be used between panels of different thicktiessand at gypsum board ceilings. PART 3 - EXE CUTION 1. Install as per manufacturer's ditections as indicated on Finish Schedule per Architectural Plans. 2. Before proceeding with work, obtain exact dimensions as required for an accurate fit. 3. The installer must examine the substrate to which the product will be applied and the conditions tinder which.the work will be performed Notify the Contractorin writing of any unsati4actory condition. Do not proceed until the unacceptable condition is corrected 4. Install panels level, plumb and tive with no distortions. Shim as required using concealed shims. Before making cut- outs, drill pilot holes in all comem Center panels to minimize seanis and waste. 5. Seal all joints between FRP and trim with clear silicone sealant or silicon eseal ant colored to match panels. SECTION 103:50 - FLAGPOLE PART 1 - GENERAL 1. Flagpole shall be Contractor furni shed and installed per manufacturer's instructions and in accordance with the Soils Report. 2. F . lagpole shall be as specified on Sheet A-2.2. one-piece aluminurn with spun satin finish. Provide with all hardware� ground sleeve, flash collar, deat, halyard, snaphooks, revolving truck and ball. 3. If wind speed as specified on structural drawings exceeds 100niph, provide a "high windspeed" flagpole. SEC TION 10400 - IDENTIFY IN G DEVIC ES PART I - GENTERAL 1. Construction Site Signs: Contractor shall install a temporary sign provided by the owner, Unot alteady installed at site, Sign shall be placed in a highly visible location as approvedby the owner. Signshall be in place prior to beginning of constiuctim and shall remain in place until acceptance of building. 2, Standard Monument Sign: Contractor will be responsible for provi dug sign and lights for proposed sign location (coordinate location with sign company), Contractor -tall apply for andpay for any necessary sign permit from local jurisdiction authority, as required Contractor responsible for base construction, perrititting, sign purchase and installation. 3. Building signs: Round logo sign shall be Contractor furnished and installed from the supplier designated by Primrose. Contractor shall be responsible, as of paragraph two (2) per thi s section, for obtaining Any 1_� - perinit,asrequired. contractor shall provide any wood trim required 4. Interior Door Signage: As indicated on drawings and room signage will be provided to the Contractor for installation. 5. Provide all traffic control devices required by fire atithoriti es and the ADA. 1. Roosterweathervane 5EE 5HEET A-4 FOR HEATHERVANE 5PEGIFIGATION. SECTION 10520 - FIRE EXTINGUISHERS PART 1 - GENERAL 1. Standard Fire Extinguishers: Multi -Purpose dry chemical, 5 pound multi purpose dry cherni cal 2-A, I O -BC, complete with wall mounting brackets by the Ansul Company or equal. 2. Mounting height to be 54" above floor to top of unit. Number (minimum of four) and location as noted on the Plans, Contractor to coordinate number and I ocations with local Fire Authority. 3. in corridor furnish semi -recessed fire extinguisher cabinet mounted 36" above finish. floor to to bottom of inside of cabinet. Location as noted on the plans. Cabinet shall be Larsen Model #AL2409-R# or approved equal. Install per manufacturer's instructions. 4, Kitchen Fire Extinguisher: To be type 111C1, twenty (20) pounds, by Ansul Company or equal. Coordinatesize and location with local Fire Authority. 5, Provide knock -box key holder at Door #1 in accordance with fire authorities regulation& 6. Provide adequate blocking in walls to mount extinguishers SECTION 10800 - TOILET AND BATH ACCESSORIES PART 1 - GENERAL 1. Blocking Provide adequate blocking in walls for all grab bars and other items, as required. PART 2 - PRODUCTS 1. Mirrofs, Twenty-four (24) inches wide by tbirth-six (36) inches high located at each wall hung lavatory. Mirror shall have stainless steel channel frame of not less than 20-guage, with square comers carefully mitered to hairline joints andmecltanically interlocked. Provide No. 430 bright polished finish. Mirrors at classroom vanities. and above chmge tubles are special sizes and shall be safety mirrors cutto size and installed per manufacturer's instructions. '). GrrabBars: Bobrick B-6906 size and length per plan to be located per plans at accessible toilets. Verify compliance.with state and local codes. 3. Paper Towel Dispensers: Asfurnished by Owner, G.C. shall install as shown on plans and at a minimum at each children's vanity, changing table, one in kitchen, and one at each lavatory inside a toilet room. 4. Toilet Paper Holders: As fumishedby Owner, G.C. shall install so that one is accessible from each toilet. Mounting heights as shown on the Architectural Plans. PART 3 - EXECUTION 1. Install all accessories neatly and securely. Use concealed fasteners whenever possible. Provide anchors, bolts, and other accessories securely in locations as shown of specified Exposed mounting devices finish shall match accessory finish. DIVISION 11 - EQUIPMENT SECTION 11400 - KITCHEN & LAUNDRY EQUIPMENT PART I - GENERAL 1. Provide and install the equipment listed on sheet A-2.2. 2. The preferred supplier (not required) is: Joel White National Accounts 'Am dra Specialti es Ph. 800-447-4941 ExL 128. Fx. 800-447-4881 iwhitep,etundra.cout www.etundra.corn 2. Install in accordance with manufacturer's instructions. Securely anchor units to counters: or cabinefiry with concealed fasteners. venly clearances, are adequate for proper functioning, and that rough openings are.campletely concealed 3. Place free�,tanding; equipment after all finishes are in place. Verify cl e aranc es are adequate for proper op eration. 4. Verify all power and utility cormecti ons and coordinate all trades prior to rough -in. S. Verify all accessmy items have been provided, 6. Remove all packing material and leave tmits clean,ready to operate DIVISION 12 - FURNISHINGS SECTION 12510 - BLINDS PART 1 - GENERAL 1. Provide blinds on all exterior,�idndows. Blinds shall be 2" plastic - wood. blinds, color as listed on finish schedule. 2. Itistall blinds in accordance with manufacturer's instructions. Cut-off all blind cords as short as possible to keep out of child's reach. Provide two cup hooks for each.mini -blind mount ed 5' AFF to wrap cord around 0 E 14 6 0 0 CD C Q U_ C UJ M UJ - Co < V) .0 C -61 -�3 2 3 00 1 E - C/) 0 >. LU LO So %n C) cy) C> (D r-- , " 0 (.0-- L L 13 L QL 04 Nl_ 70 < -C Co T- M L 4A 4A E 0 5 L L C 'U t_o .61 L 0 n L 'a > 'a 0 0 (3 qD 0 L 0 L 0- L Q_ E IS, X0 f(li i M E IL L. n n L z L 21 L < DL E %Z Q -C 0 E 0 0 -C P 6 "r- CD C Q U_ UJ M UJ - Co < V) < co M -0 I to C: Lo C) .- < 00 1 E - C/) 0 >. LU LO V) C) cy) C> (D r-- , " 0 (.0-- rZ < 3: , C) a) W 04 Nl_ 70 < -C Co T- ELECTRONIC SEAL 4 5116NATWE 51te: PRIMROSE SCHOOL at HEST CARMEL 3-138-3-146 H. q8th St. CARMEL, IN 46052 Builcling Type: IN -2013-5 Dray4ing Title: 5PEGIFIGATION5 Date: Drn: 5TAFF 5/lcl/2013 Gkd: MDP Dravilng Number: AO.6 Revi5lon5: bid & permit set I 11 IT -4" 15'-1011 3a -3 f f N O O O O O O O O (51-011w p 163'-O" 12'-$'1 3'-4" '-4" 3'-4 -71-0" 3'-4" 8'-V' 3'-4" I -O" 3'-4" 41_811 3' X " I A I-011 31_ �I " 11 31 w 11 5'-4" 3'-4" 5 4" 3'-T" I I'-0II 11 11 11 I_4" 31 111 -11-411 I I_ (11 6„ M.0 V M 0. 13 f TO. -T I II I II II TYP. L! le CE3 11 E�lx ❑ 12 B _.13. _ -- O Ib o G) + Fe j 'I'll fl O o - ------------ lyo U SHELF 1 4 2 6' 1 .01 = LJ C - T Q AT AT ----- i 1 ,� _______J • ___-___ 9 GOT �`- O L____ -__J A "' E� SOUT� 2X4 NI LAIED I f° 5T R m I f t o L I i __-- � VVATB2 SIAMESE 4r TOi cv LU TEA HER SINK ° 8 _o I _ �' \�I I j- 8 TLT _ I GONFERENGE ° I I LATERALI LA RALI TR `p I in I I I , 2x8® 6"o.c.PLUM5 WALL-TYP --- I- --- I - E' - 0 1\ TLT #5 m - 351-011 TS -- f a I I T5 1 GLASR.�RDOM GI I 1 I CHILD'S INKS i � � i- `1 1611 4'-0.1 - -B GLA5RaROOM / ��\ I 3 CLASSROOM EP2 I I 2 a� i OFFICE i I I i 6WLYPRE5G100LQ�) i �1 t5ARLYPRE5GtI00LAM N I - - I C�1-A�JROOM EPI ----� CHILD'S 31611 p i� ( I T5 �Y L ---- J G MBI SINK �} I 0 .-❑ II CHILD'S SINKS `-J \\ �i I G ILK'S SINK T --' 4 TLT #4�_ HALL! i 31--t" 31_11 21 1 3'-8 r- p _ K - - - - - - - - -51 - GH LD'5 51 1�;NSZ PUT DOWN° - Pf i i -jl= I I„ ALI -GABINETL_ 1 6 -4WALL COUNTER �� i t= I11 GABIN521)14'-10CABINET 23'-0" "2-b�20 -8 20'-10"WALL I11 �' `�"PUT DOWN" - GABINET fPUT DO WALL �TLT�COUNTER I 13 2x81 o c LUMB WALL2 11 r, J COUNTER - - I CABINET o BT 13 _ - I 10,611 --� 11 I a1-011 I IGOMI UTEf' I TLT 2 STATION 6 I 1` e'-O�� % I �' = GOT STO #I IABD __4 -0 __ 1 10 GUBBIES "PUT DR 11 10 GUBBIES •` r 14 BB , I 14 GUBBIES STOIZ SEE 3/ S�Q 1 TTIC_ 1 GOUN ' 1 \ _ 5TO T5 . --- -- - ---- �� ---� --- m GGE55 %/ \\y 2/A5.10 I n GOT T5 36 11 11 ��.// 20'6" I I_ 11 I 11 1- I �- 3'-i 2 t0 la 1 13-0 40 10 2 41 IS' -2" 12'-4" ;� 611 4'_3„ .G. 3 II Mr ___ Lr- _ 20 7 l O GHILD'S SINKS 7�`w COMPUTER; �, 37 U II 6ALLI:RY L-1-/ \-J#I � cA YESTI811LE O STATIONS I 11-0 I 11 I I'-10" I'-5 6 17'-8" 24 12 -211 1- AT 4 61-4" 6 to F.E.G. - - - - - -� BT �m 1O 22 ------ 0 13 BT I r---------, 1 I I I COT p I I I Ir i L--------1 ---- ---- ---+- 25 1 1 1 - I i i i ----- O I i i T5 47 i m i STOR WOME1y.'S I I I I TLT � I I � TG ( I I I I I I ❑ In - I 1 to i 2'-6" 1 o' 1 I I .i L J L ---T- Q al_8 I T , la' -8" 1 8-2 ► 2�-A6- -- I I /� 12 PROVIDE FIBERGLASS BAFr- STAFF I I 1 `---' --- 12 6. INSULATION ON SLOPED GL6 I 1 I j I r----- I m BEFORE IN5TALLING GYREID. 1�7-0 1 I i i CHILD' L-----_ GLA56ROOM G2 I i I ��I I I 51N r - F11195 F1001.W I__-__---- 00 r-JL-,-_�- + GLA55ROOM AlTLT I 1 -' LJ I I j � 1 T5 I 4'-5 _ I I ry KAWIN6 I 1 3 -� I (r� A2 YOM NFNR (b1) r-- .1-� f f L---�--� m i I i i I 48 CLASSROOM EXP. ,I� 4 iDv _N KITG#�N i i 1 1 OLMmrmff r �.TI-WIM00) � I Ln EJ L____-_ 21_211 61_811--------------- i 1 11 1 11 I II ( 1 I jam' I 11 211611 I 1 - - Lb -7 -0 11-2 1 I i l - - 6. I-1----, i� _._._._. �. I I I I I 5 I I I C7 I I I L_ J L _J L_____J I-� I I I I 4 I I L----- I I I I • Il�n 6-2-' u 5 2'-b" 6 -2 I i A I iQ 1 O r 1 LU I I - Il- I I `� l9 LU z I I 27 10 1\ 21'-2" F.E.G. I 1 6'-4" 1 I o ` / V >- I I 1 10 GUBBIES vt 5 8 GUBBIES 1 1 �r 1 SfORN SHELF AT 13 1 AT I I I I l0 SHELF I , MAr1oH I ( i FRZ. ]Z;U;=AT _ _`T IO 10 0 _ _ _ IO L------ " ❑ �ir _ _ 8 B I N 10 � i F.E. T5 4 � E05 B \ LII I I I I I ° F E G 20'-0" -4" I I'-211 11 F L 0 R FL AN 0 4' 8' 12' 16' NnRTH 22'-8" 3'-4" �M.O. 21_611 II 3'-4" GV �/ I 611 3'-4" A 2 II - Date: Drn: Staff 8/Ia/2013 Ckd: staff M.O. r 5 72'-l0" 6. KEY NOTES: ❑ 6ENERAL NOTES: I. TYPICAL DOWNSPOUT. SEE EXTERIOR ELEVATIONS FOR EXACT LOCATION. COORDINATE A. ALL INTERIOR DIMENSIONS ARE TO FACE OF 5TUD5, AND FROM EDGE b. WITH CIVIL DRAWINGS FOR UNDERGROUND PIPING CONNECTIONS (TYPJ, SEE DETAIL 2/A6.2. OF CONCRETE SLAB, UNLE55 NOTED OTHERWI5E. ALL EXTERIOR DIMENSIONSARE TO THE FACE OF THE MASONRY OR 2. 48" HIGH VINYL FENCE (WITH 6-0" W. X W -O" H. VINYL 6ATE . ) TO SCREEN AIC, MASONRY OPENING, UNLEES5S NOTED OTHERWISE. CONDENSING UNITS -GATE LATCHES TO THE INSIDE OF ENCLOSURE G. PROVIDE BLOGKIN6 IN WALL BEHIND ALL WALL MOUNTED FIXTURES 4 3. DELETED. GA5EWORK (TYPICAL). 4. 5TA6E CORNICE. SEE DETAIL I/A-3 D. GONTROL5 AND OPERATING MEGHAN15M5: 5. PROVIDE FLOOR TILE CHANGE AT 5TA6E AT OUTSIDE FACE OF CORNICE. CONTROLS SPEGIFICALLY INTENDED FOR ADULTS SUCH AS SEE DETAIL 17/A5.8 FOR FLOOR FINISH AND PATTERN AT THE 5TA6E AREA. INTERCOMS, THERMOSTATS, ETC, SHALL BE MOUNTED AT 48' A.F.F. 6. PROVIDE 2X8 STUD FRAMING A5 INDICATED TO THIGKEN WALL TO THE OPERATIN6 PARTS. CONTROLS SUCH AS LIGHT 5WITCHE5, Ir FOR REGE55ED ELECTRICAL PANELS. ALARM CONTROLS, 5HALL BE MOUNTED AT 48" A.F.F. TO THE -i. PROVIDE QUARRY TILE AT WATER COOLERS FLOOR AS INDICATED. SEE FINISH 5GHEDULE FOR QUARRY OPERATING PARTS. VERIFY WITH OWNER BEFORE INSTALLING TILE SPECIFICATIONS (SAME AS VESTIBULE FLOOR). PROVIDE CARPET TO TILE TRANSITION STRIPS AT CONTROLS. 38'-5" PERIMETER. STRIP COLOR TO MATCH COVE BASE COLOR. E. SECURITY SYSTEM NOTES: 8. SET FLOOR DRAINS 0 3/8" BELOW FIN15H FLOOR UNLESS NOTED OTHERWI5E. I. TH15 15 A REQUIRED SYSTEM. THE CONTRACTOR 15 RE5PON51BLE F 12'-611 45 TSr --------- , TLT #II 1 T5 SLOPE SLAB TO DRAIN A5 INDIGATED, TYPICAL AT ALL FLOOR DRAINS, U.N.O. HIRING A LICENSED SECURITY FIRM FOR THEIR SCHOOL. MAINTAIN A SLOPE OF NO MORE THAN 2% IN ALL DIRECTIONS TO COMPLY WITH A LEVEL 2. SECURITY SYSTEM 5000NTRAGTOR TO SEAL ALL WIRING ACGE5515LE CLEAR FLOOR SPACE. PENETRATIONS FOR SECURITY SYSTEM AT POINTS OF CONTACT. a. IN THE WASH ROOM: PROVIDE DRAIN AT 1/2" BELOW FIN15H FLOOR. I I 1 MAINTAIN A SLOPE OF NO MORE THAN 2% IN ALL DIRECTIONS TO COMPLY WITH A LEVEL F. BUILDING ADDRE55 MUST BE V15IBLE FROM THE STREET. 4145ER AGGE551BL.E CLEAR FLOOR 5PACE. HE16HT A MINIMUM OF 4" FOR UP TO 50' DISTANCE, THEN IO. 5TRUGTURAL COLUMN. SEE STRUCTURAL DRAWIN65 FOR MORE INFORMATION. LETTERS SHALL BE I" PER EVERY 10'-0" OF DISTANCE. 11. PROVIDE A ROL16H OPENING OF 40 1/2" AT EXTERIOR DOOR OPENINGS FOR METAL T5 L ---------J DOOR FRAMES. VERIFY WITH DOOR CONTRACTOR FOR REQUIRED FRAMING OPENING. 12. PROVIDE A KEY LOCK BOX (LIKE A "KNOX,, BOX) NEAR THE FRONT ENTRANCE FOR FIRE DEPT. AGGE55. 13. TAGTILE EXIT 516N LOCATION. 46 F L 0 R FL AN 0 4' 8' 12' 16' NnRTH Ib - PRIMROSE SCHOOL at G 21-0 611 WALL Q 5'-6" 13 M.O. L_ i iJ I dj f a I CHI II A - Date: Drn: Staff 8/Ia/2013 Ckd: staff R Y #3 II iv 6ALI� r 5 6. J r-----, I WASH ROO 32 8'-4" T -l0" 2'-2" A 5 8'-10" bTo11 b. 611 in - I 51_4,1 5 31 .'Y(ro L N SHELF WALL CABINET S fORA6E co SHELF Ir @ r �- - - - - - - -� N WALL GABINET43 38'-5" 10'-811 -8• 3'-4' I 12'-611 45 TSr --------- , TLT #II 1 T5 I 4 I I 1 I I Ib - PRIMROSE SCHOOL at G ATTIGil �` L'� 11 L� ILD'S 51N I L_ i iJ I dj f a I CHI '5 SINKS d36' A - Date: Drn: Staff 8/Ia/2013 Ckd: staff + J r-----, I in - I I L Ir -J 1 L0 ® I TL�r #12 I 4 I I 1 T5 L ---------J T5 B `� 46 44 = 4 6. m A Q GLA`faRDOM DI STOR. STOR GLA95ROOM 02 FFE-KHM*ARM 2'-6" 2'-6" - - , --�l pRELKIVERANMCW ------� r -------I -------' 21111 I I 1 I I ® ® I I I i I I i I I I L_J _J I - 1 I i 1 COMPUTEROMPUTER LOW PROFILE (1/2" STATIONS STATIONS MAX) THRESHOLD, TYP. _t-•-- __-- __-- AT ALL EXTERIOR--- ---- --- DOOR5. AT d II ZZ 66B II II 6 TYP. 12'-O" 3'-4" 4'-8" 3'-4" 4'-8" 3'-4" 12'-0" M.O. 51'-0° M.O. "hildren "S Design Group Mark D. Pavey, A.I.A. - Architect 1114 Eagles Creek Way Acworth, GA 30101 770-485-8496 206-350-0593 fax child.design@mindspring.com 1MRp 44tA&`rt�► Site: PRIMROSE SCHOOL at WEST CARMEL 3738-3746 W. a8th St. CARMEL, IN 46032 Building Type. IN -2013-5 Date: Drn: Staff 8/Ia/2013 Ckd: staff 0. m zz N I R New Building For: Primrose 5choo I Franchi5ing Company 36W Gedcrorest Road Acworth, Georgla 30101 COPYRIGHT Qc 2013 Frlmrose School Franchising Gompaxj Thew cli-am s aid the deelg, ropreeented Fwvbl, me the .xclwn.. proper oP Prtnnoee ScFwai FronchOr �o Reproduc.bf nor�ary use or these d•ovYgs oFller• than f°r khe protect htw%W Nlth°ut the:gnes wrlkten c°roent a zrr•oee School Fralchlehg Gv. b prohibited. /4y unahhorized use will be subject to legal action. Revf5lons: Drawing Number: A-1.1 Drawing Title: FLOOR PLAN bid & permit set 4 E12 E10 o« - Alb Bab B2c I6 E5b Dob = D3a 10 Dob D30 DS D4a Alb\' D3a E2 < /—, D3a Alb fF� r�_ (64q) --jt E3 n4� `'I _ B2c D4b D5 D4a AGGE55ORIE5 5GHEDULE ITEM � NOTES NOTES MISCELLANEOUS DISPLAY BOARDS Dla 48' x 21' ACTIVITY MIRROR • • Ala 21i x 3b BULLETIN BOARD • DIC, 5AFETY MIRROR ABOVE COUNTER - GUT TO FIT - SEE E EVATIOW% • Alb 61i x 4h BULLETIN BOARD. SET BOTT. 0 3' ABOVE CHAIR RAIL. • • • Ata 61i x 0 WHITEBOA;V- SET BOTT. 0 3' ABOVE CHAIR RAIL • lei • D30 SURFACE MOUNTED PAS TOME. Dl5PER5M SEE INTERIOR HLEVAT ION15 SHE-VIN6 / CUBBIES / CAaWTS • D4a 42' GRAB BAR (SEE ELEVATION FOR HE16HT) • Bla 8 aWE5 (AU - WMIES (A2) • • • 51b 10 GIUBBIES D5 TOILET PAM D15M • • BIC. 14 GUBBIES • • • Bld OUB M ABOVE CHANGE TABLE E12 WINDOW CORNICE. ALL HARDWARE 15 PROVIDED MITN CORNICE. • • $20 COf+UTEt CORNER CABINET SHELF UNIT I • • 5212 8' Dom' x 2'-6'% X 37 CA5INET-5Ul;FACE MTD. • • 52c IT DEEP x 2'-6' LONG WOOD SHELF. MOUNT -0 54' AFF F2 NOT USED • • 52d COAT HOOK ! SFgF • • 520 8' DEEP x 7-614 X 37 C44N ET- REGE55M • • • 1321' 12' DEL' x 6' LONG WOOD SHELF. MOUNT a 54' AFF • • 52g I4' DEL' STAIN E55 STET SHE.VE5 - 2 TIER • • 52h 12' DEEP x 4'-0' LONG WOOD SHELF. MOUNT Fi1W TO BOT OF WALL CAB • • 52J 24' DEEP X 3'-0' WIDE X 1' TALL STORAGE CABINET • • Baa 4'-0' LONG WALL. CABINET • • Bab BOOK DISPLAY CENTER • • 1 NOTE #2 Bac 2'-0' H x 1'-4' W x 6' D DISINFECTANT WALL CABINET • • Bad 2'-6' LONG WAIL CABINET • • Wis 1 3'-0' LONG WALL CABINET • • 1331, 16" DEEP WALL CABINETS • • Boa TYPICAL COMPUTER CARREL - CORNER 4 STATION + FRINTEIR • • Bob TYPICAL COMPUTER CARRFI - INLINE 2 STATION + PRINTER • • 55 MEDIA CABINET • • B6 0-24144' FRAMED POSTERS • • 510 18' DEW ADJUSTABLE WOOD SHELVES. SEE INTERIOR EPVS • • SO 'RUT DOWN' COUNTER • • Bq HUTCH • • BIO CHANGE TABLE • • 1311 KITCHENETTE • • 1312 SIN6LE LAVATORY • • 15I2a SINGLE LAVATORY-TEAC.FER5 - 24' WIDE • • $13 DOUBLE LAVATORY • • 514 EXPLORER CABINET'S • • 515 ONCE CABINETS • • 516 RECEPTION CABINET'S • • 1311 KITCHEN CABINETS - SEE A-55 • • 518 KITCHIN PANTRY SHELVES - SEE 1-55 • • BIq COUNTERTOP - STAFF Z RESOURCE • • 820 PAPER ROLL HOLDER • • 521 INFANT PARTITION • • 1322 &ATE - SEE 22423/A23 • • B25 COUNTER WITH OPEN 5HELVl% UNDER • • 1324 CAR SEAT 5TORAGE • • COAT HOOK -5 CI COAT HOOKS a 12' O.C. MOUNTED a CENTER OF CHAIR RAIL. AWll r. IN PARENTHESIS)• • 62 COAT HOOKS ON BACK OF DOOR I e 54" 1 e 12' 00 E12 E(\ 2 E5b E5b AGGE550i� 1E5 SGHEDULE MARK ITEM � NOTES TOILET ACGE550RIEo ! MIRRORS MISCELLANEOUS Dla 48' x 21' ACTIVITY MIRROR • • DIb not used E2 CLOCK LOCATION- MOUNT 15' BE.UW CEILING • Date: Drn: MDQ DIC, 5AFETY MIRROR ABOVE COUNTER - GUT TO FIT - SEE E EVATIOW% • • Dif 24' x 36' RESTROOM MIRROR • • Dlg 16' HIGH x 12' LONG MIRROR ABOVE CO MTER, UND. Joe • D2a SURFACE MOUNTED SOAP DISPENSER, SEE INTERIOR ELEVATIONS lei • D30 SURFACE MOUNTED PAS TOME. Dl5PER5M SEE INTERIOR HLEVAT ION15 • • D4a 42' GRAB BAR (SEE ELEVATION FOR HE16HT) • • D4b 36' 6RAB BAR (5M ELEVATION FOR HC -16W) • • DOC. 24' GRAB BAR (SEE EEVATION FOR HEIGHT) • • D5 TOILET PAM D15M • • D6 MOP RACK • • D•T U -LINE (ullnszom) 18' HALF DOME SAFETY MIRROR H-1306 • • AG GE550R 1 E5 5GHEDULE �I � NOTES MARK ITEM MISCELLANEOUS 3738-3146 W. a8th St. EI INTEtC.OM • • E2 CLOCK LOCATION- MOUNT 15' BE.UW CEILING • Date: Drn: MDQ • E3 FLA6 MOUNT • • E40 SURFACE MOUNTED FIRE EXTIN6XHR • • E4b SEMI-RECE55ED FIRE EXTiN61UISHB2 CABINET t FIRE EXTiNWSHER • • E50 b'-0' WIDE BLINDS • • E5b 3'-4' WIDE BLINDS • • Eb FIRE ALARM ANNUNCIATOR PANIEL • • E7 SMALL REFR16ERATOR • • E8 BOTTLE HARMER (nlc) • • Eq INTERCOM MASTER PANE_ • • EIO AIR FRESHENERS, MOUNT q0' TO TOP • • Ell FIRE ALARM CONTROL PANEL • • E12 WINDOW CORNICE. ALL HARDWARE 15 PROVIDED MITN CORNICE. • • DELETED E14 SECURITY SYSTEM PANEL • • 516NA6E ! BANNERS FI 'CENTER 5TA6E' SIGN • • F2 NOT USED F3 NOT USED F4 NOT USED F5 ROOM 516N • • F6 6eaRAL 5W06EMTURE5AJGBE=S • lei 10 4 E5a I. THE GENERAL GONTRAGTOR SHALL FASTEN ALL ITEMS WITH APPROVED FASTENERS, ETG. AND MISG. ITEMS WHIGH THE OWNER NEEDS TO HAVE PERMANENTLY ATTAGHED TO WALLS OR FLAT SURFACES. 2. SEE INTERIOR ELEVATIONS FOR ANY ADDITIONAL GA5EWORK OR EQUIPMENT NOT SHOWN ON THIS PLAN. 3. GONTRAGTOR SHALL GOORDINATE ALL TRADES TO ENSURE THERE ARE NO OUTLETS, INTERGOMS, i Site: PRIMROSE SCHOOL at VEST GARMEL 3738-3146 W. a8th St. GARMEL, IN 46032 Building Type: IN -2013-5 Date: Drn: MDQ 8/lq/2013 Gkd:MDP 4. PROVIDE AND PAY FOR THREE PULLS FOR A 10 YARD DUMP5TER FOR DISPOSAL OF TRASH GENERATED BY THE INSTALLATION OF THE OWNER 5 5. FASTEN REFRIGERATOR $ STO GABS W / LEIGH 80# 4.5" NIGKEL A New Building For: Primrose 5chool Franchising Company 3660 Cedarcreet Road Acworth, Georgia 30101 COPYRIGHT Qc 2013 P'rlmrose School Frcmhlsing Company These draw" and the design represented hereby aro the ezclusMe properbl of PrYrrose School Frorhishg Go. Reproduc ion or any use oP Erse drawtgs ottisr thm for the projsat Intended without the a Witten consent of Moss School Franchlslg Go. is prohbited. My unouNnorized use will be subject to legal action. Revisions: Drawing Number: A-1.2 Drawing Title: GA5EWORK AND EQUIPMENT PLAN bid & permit set 11 ❑ MEM /o' �� f`LUMt�INC-7 VtNT �\ �� ,.��.�. .�,. 1 �\; �/ RIDGE 2x ,,i GAS VENTfll ��II GA5 VENT GA5 VENT GAS VENT II 'I `� I GA5 VENT �AS VENT i ❑ i 1CD 013 Cr/ NO EXHAUST WITHIN 10' PLUMBING VENT �� i OF AIR INTAKE P_UMBING Vi=NT T 12 11 --------- 12 W❑' 12 NO EXHAUST WITHIN 10' ----- PLUMBING T I a BJP ❑"' I 1 I OF AIR INTAKE ❑ Q Q II Q gyp ❑ Q tyP Q II ❑ 6:12 6:12 _ 3 tY II 3 lY 3 11 3 X12-12 II 3 12 L I 12i 12:12 12:12 12:1212:12 12-12 1212 1 2: I2�— LU PLUMBING VENT GA5 VENT �\ 101-2115 -4" 14 -O" i 21'-2" 5'-4" 10'-4" 5'-4" 10'-0° 1u RIDGE 12 6 6ENERALNOTES:ROOF 5HIN67LE5 MASTIC SET VALLEY I. ALL ROOF MOUNTED EQUIPMENT SHALL BE PAINTED TO MATGH ROOF i ��FY ❑`N I LAYER #IS FELT SHINGLES DRY -IN G0UR5E MOD. BIT. VALLEY COLOR. �\ r 12 FLA511ING GO NSTRU G T I O N NOTES- El p MTL. VALLEY FLASHING \\\`� � 6 KITH 5ET IN HMASTIG" CRIMP / I. ASPHALT SHINGLES ON 15 POUND ROOFING FELTS ON 3. CONTINUOUS RIDGE VENT -BY SHINGLE MANUFACTURER OR EQUAL, �\\ �,� NO EXHAUST WITHIN 10 ROOF SHEATHING (SEE STRUGT.) �• ALL RIDGES. OF AIR INTAKE 5HIN6LE: 5EE EXTERIOR ELEVATIONS SHEET A-4. 4. DELETED - -----� / 5. 5EAMLE55 ALUMIMUM GUTTER b. DOWNSPOUT LOGATION5. 5EE EXTERIOR ELEVATIONS FOR EXACT LOGATION5. 6A5 VENTS 2. CUPOLA: ROOF 51TE BUILT - 5EE DETAILS 8 d q/A-b2 7. EXHAU5T VENT. 5EE MEGHANIGAL PRANING5 FOR 51ZE5. I 5HEATING 8. OUTSIDE AIR INTAKE VENT. 5EE MECHANICAL DRAWINGS FOR 51ZE5. ❑ SHEA�b I ❑ q. HOOD EXHAUST VENT. 5EE MECHANICAL DRAWINGS FOR 51ZE I DETAILS. 10. ROOF MOUNTED LI6HT5 FOR CUPOLA. PLUME3VENT I1. GENTER GABLE OVER WINDOW or DOOR 'dNG 3 PREFAB, ROOF TRU55 OVERBUILD FRAMING 12. VALLEY - SEE I/A-1.3 3 r � N FRAMING 13 1' = I I RIDGE VALLE� DETA I L ri 1%4�` ❑I TN NO 5GALE A 1.2 12 INGH WIDE GELOTEX RIDGE SHINGLE I N5TALLED GELOTEX ROLL VENT WITH PROPER EXPOSURE 12 2 INCH NAILS SUPPLIED W/ GELOTEX ROLL VENT FELT 5HIN6LE5 -� 3-5/8 ' 6:12 6:12 _ WIDE SLOT 50LI0 SHEATHING ~– _ NOTES: l INSTALL WITH q 50. INGHE5 PER LINEAR FOOT USE GELOTEX ROLL VENT "MHR" FOR HIP 8 (TYP) GONTINUOU5 SOFFIT VENTILATION AT EAVES RIDGE 5HIN6LE5 THAT ARE UP TO q-7/8 IN. GELOTEX ROLL VENT 15 AVAILABLE IN 8-I/2 WIDTH. USE GELOTEX ROLL VENT "MET" FOR 5 HIP 4 RIDGE SHINGLES UP TO 13-1/8 IN. WIDTH IN., 10-1/2 IN. AND II -3/4 IN. WIDTHS. AND GELOTEX ROLL VENT "STD" FOR HIP AND GH 05E WIDTH THAT WILL ALLOW GELOTEX RIDGE 5HINGLE5 UP TO 12 IN. WIDTH. RIDGE GAP TO OVERHANG ROLL VENT BY 6 3/4 INGH TO I INGH EACH 51DE 6 i 060 DETAIL rf NO 5GALE A 1.2 GABLE END ROOF PLA N 5GALE 3/16" 51te: PRIMROSE 50HOOL at WE5T CARMEL 3-05-3-746 W. q th St. CARMEL, IN 46032 Building Type: IN -2013-5 Date: Drn: NMF &/Iq/2013 Gkd:MDP f� D A New Building For: Primrose School Franchising Company 3660 Gedarcrest Road Acworth, C-oorgla 30101 COPYR16 4T Qc 2013 Primrose School Franchising C-10 y These d•ov" and the deslgirepresented hereby are the e�oclusMe p aper hl of P1 Hrose `xhool i-ra rhlsYg Go. PZeproauc ion or _any use oP ttbee drawrgs okhsr than for the pro�sct Mended Hbwkt e�rex wcorwent oP Yrrose 5dwoi FrMalls co. is womMartcod use will be "Jett to legal aatlon. Revl5lon5: Drawing Number: A-13 Drawing Title: ROOF FLAN bid & permit set j I } L=— .. I t 1 11 I' _.. �inLJ.LI� I TMI 1 I AGGE551 B I L I T'I' 51 ONA(5E DETAILS I. THE GHARAGTER5 AND SYMBOLS 5HALL GONTRA5T WITH THEIR BAGKGROUND. THE 516NA6E SHALL GON515T OF BLAGK LETTER5 AND GHARAGTER5 ON A WHITE 13AGK6ROUND. THE 516N SHALL HAVE A NON -GLARE FIN15H. 2. LETTERS 4 NUMERAL5 SHALL BE RA15ED 1/32", UPPER GA5E "5AN5 SERIF OR 51MPLE 5ERIF" TYPE, AGGOMPANIED WITH GRADE 2 BRAILLE. RA15ED GHARAGTER5 SHALL BE AT LEA5T 5/8" H16H, BUT NO H16HER THAN 2". 3. THE 516NA6E PAGKET PURGHA5ED THROUGH AN APPROVED VENDOR SHALL COMPLY WITH THE 51GNA6E 5EGTION OF THE LOGAL ACIGE551BILITY GODE. PROVIDE SIGN ON THE WALL ADJAGENT TO THE LATGH 51DE OF THE DOOR5- MOUNT 60" AFF TO G.L. OF 516N •i' :••. REFER TO INTERIOR ELEVATIONS M1605 - WOMEN MI603 - MEN PROVIDE 516N ADJAGENT TO EXTERIOR ENTRY DOOR - HAMIGAPM MOUNT 60" A.F.F. TO G.L. OF 516N M1611 BUILDING PROGRAM D.$•Nr Qrl.ned . I1J.... 1411p"n11 PROVIDE ROOM IDENTIFICATION 516N ON THE ROOM WALL ADJAGENT TO THE LATCH 51DE OF THE NAME DOOR5- •::•: •• MOUNT 60" AFF TO G.L. OF 516N, CARMEL, IN 46032 REFER TO INTERIOR ELEVATIONS BUILDING PROGRAM D.$•Nr Qrl.ned . I1J.... 1411p"n11 Playground: sf per child for 94n of'the capacity = sfLi flule A.Z. Chid Care Centers: Licensing (470 JAC 3-4,711117/ 00' confirmed 12119/11 Sec. i7; Director,,, snail l�Foiuifie tiff' post tl�e fc ITv<<i1 child StaffTti � + liIrt ul each class area of the child cw- '- center "Ind i>:t I I � L � r lie a:ea where parents si,n children 11.1 on a daily ba,15: II, ZlaYnu>.nu ttittttrber of i luitisezt :ti°Iaxriri>im Number of C'ltilE-€re1r ja Age of the Yotuigest Child M the Group SupeiA l ed bV One Carel q' Ver One Group Infant' 4 £i Toddler 10 Yeats its 30-16 'tliiiflths`i y = I'll I� ISI; 3 rears lir 20 � 1 years 1' 211 ears ana Older 1* 0 I I 11 I I Division ul FFiniilt' REst>w es; 4'0 L4 ,-4.' 4, 7,, tiles Avg 11, 20f1 , 3:001r.arr.: 277 1R 1317.; L I GEN51 N6 S FIRE EGRESS PLAN SCALE: 3/16" = I'—OII TOTAL BU I LD I NO AREA = 11,653 sf O.F. BR I GK Children's Desi n Group Ch g p, Mark D. Pavey, A.I.A. - Architect 1114 Eagles Creek Way Acworth, GA 30101 770-485-8496 206-350-0593 fax chiId.design@mindspring.com � Site: PrimroseIn ana Max P FC Proposed CARMEL, IN 46032 Building Type: IN -2013-5 SF per State Group Stats Room Staff Req'd Rooth Ages Child Ratio Size Ratio Capacity Req'd Area SF. 1 -Young b , -1 rnos _ 1: _ _ : — _Infants 2 - Inf/Yaung Tod - cn 12-18 s 35 1:5 10 1:5 10 2 - 350 81 - Toddlers' 18-23 mos 35 1:5 1 1:5 10 --- -10 2 3 0 EPI Early Preschool 24-24 mos _ 35 W1:5 ___---10 1:5 2 350 EP2 -Early Preschool 30-35 mos 35 1.7 14 1:7 14 2 49 tiP3 -Early Prschooi 30-35 mos- 35 1.1 14 1:7 14 2 444 C1=Prescchoot. 3 yo 35 1.10 20 1:10 20 C2 - Preschool 3 yo 35 1:10 2 1:10 20 2 7 Q 1 Fre Kindergarten` 4 y° 35 .. 1 12 __ __ _. _ ___24 1 _ t 2 -- - 24 -- 2 _.. 840 _.._ ._ .__ _ _... _: CJ2 - mire -Kindergarten __ ..._.:._ 4 yo . _ .. __.. __._ 35 1:12 24 1:12 24 2 844 CsCP-� KindLLergdi%Afterschod 5+ ___...._ .__...... ....... 3i 1;15 3 1:15 30 ' ii150 2210 Playground: sf per child for 94n of'the capacity = sfLi flule A.Z. Chid Care Centers: Licensing (470 JAC 3-4,711117/ 00' confirmed 12119/11 Sec. i7; Director,,, snail l�Foiuifie tiff' post tl�e fc ITv<<i1 child StaffTti � + liIrt ul each class area of the child cw- '- center "Ind i>:t I I � L � r lie a:ea where parents si,n children 11.1 on a daily ba,15: II, ZlaYnu>.nu ttittttrber of i luitisezt :ti°Iaxriri>im Number of C'ltilE-€re1r ja Age of the Yotuigest Child M the Group SupeiA l ed bV One Carel q' Ver One Group Infant' 4 £i Toddler 10 Yeats its 30-16 'tliiiflths`i y = I'll I� ISI; 3 rears lir 20 � 1 years 1' 211 ears ana Older 1* 0 I I 11 I I Division ul FFiniilt' REst>w es; 4'0 L4 ,-4.' 4, 7,, tiles Avg 11, 20f1 , 3:001r.arr.: 277 1R 1317.; L I GEN51 N6 S FIRE EGRESS PLAN SCALE: 3/16" = I'—OII TOTAL BU I LD I NO AREA = 11,653 sf O.F. BR I GK Children's Desi n Group Ch g p, Mark D. Pavey, A.I.A. - Architect 1114 Eagles Creek Way Acworth, GA 30101 770-485-8496 206-350-0593 fax chiId.design@mindspring.com � Site: PRIMROSE SCHOOL cit NE5T CARMEL 3-08-3-746 K a8th 5t. CARMEL, IN 46032 Building Type: IN -2013-5 Date: Drn: 5taf f 8/la/2013 ckd: 5taf f A New Building For: Primrose 5choo I Franchising company 3660 Cedarcrest Road Acworth, Georgla 30101 COPYRIGHT Q 2013 Prinrose School Franchising Company Thew dres " and the deelcr represented herbbu aro the ezclusMe �operky oP Prtrrrose School PYanchlstrg �o Reprodic It on'ar dry use oP these dravanp other thou for the p -,—I Intended without the a Witten conwt or rP trross School Fronch" co. b prohbited. Ary u wWwrlied use will be abject to kmpl action. Revisions: Drawing Number: A-1.4 Drawing Title: LIGEN51N6 / E61RE55 PLAN bid & permit set t N WINDOW TYPES va=r-o^ GENERAL WINDOW REQUIREMENTS: PRE-GAST WINDOW HEAD 'I TYP. ® GABLE ENDS PROVIDE WINDOWS PER SPEGIFIGATIONS 3 6 -O 1 q ACGE55ORIE5: 2 I. INSULATED 6LA55 WITH A MIN. THIGKNE55 OF 5/8" WITH TWO LIGHTS OF GLEAR SAFETY GLASS W LOW EXCEPTION: PROVIDE TINTED 6LA55 AT WINDOW #"D" 2 • 2 • m (COLOR: LI6HT GRAY) u� 2. THERMALLY BROKEN FRAME q 3. PROVIDE GONTINUOU5 GLIP ANGHOR5 AND JOINING MULLIONS FOR COMBINATION WINDOW5. IrJ O IrJ' OA 2, OB 2 • (I) 3'-8' x 3'-8' FIXED PROVIDE 1/4" CLEAR TEMPERED 6LA55 (2) 6'-0' x 5'-4" 51N6,LE4U% WITH DIVIDED LITES (3) 3'-4" x 5'-4" SINGLE-F�AJG NTH DIVIDED LITE5 AT INTERIOR WINDOWS SFUTTER5: 5EE EXTERIOR COLOR SCHEDULE FIELD GON5TRUGTED WINDOW NOTES: 14 In"W x 4'-0' H VINYL 1. ALL EXTERIOR GLAZING TO BE LOW 'e' TEMPERED 6LA55. 2. ALL 6LA55 IN BUILDING SHALL BE SAFETY 6LA55. 3. WINDOWS SHALL 13E BEIGE OR ALMOND DOOR SCHEDULE DR. NO. DOOR FRAME FIRE RATING HON 5ET5 DETAILS NOTE -5 TYPE MTL. WIDTH HEIGHT THICK. MTL. FN5H. HEAD JAMB SILL I E HM 3'-0" 6'-8" 1-3/4" HM PAINT - 5 WA2.3 12/A2.3 II/A2.3 NI 2 E HM 3'-0" 6143" 1-3/4" HM PAINT - 5 1/A2.3 12/A2.3 II/A2.3 NI 3 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI 4 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI 5 A HM 3'-0" 7'-0' 1-3/4" HM PAINT - 2 8/A2.3 14/A2.3 10/A2.3 NI 6 A HM 3'-0" 6-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI 1 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI 8 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI Li A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 2 8/A2.3 14/A2.3 10/A2.3 NI 10 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI II A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 Ni 12 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI 13 D HM 3'-0" b'-8" 1-3/4" HM PAINT - 4 WA2.3 14/A2.3 10/A2.3 CLOSER 14 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI 15 A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI Ib A HM 3'-0" 6'-8" 1-3/4" HM PAINT - 3 8/A2.3 14/A2.3 10/A2.3 NI 11 D HM 3'-0" 6'-8" 1-3/4" HM PAINT - 4 8/A2.3 14/A2.3 10/A2.3 IS NOT USED - - - - - - - - - - - - Iq NOT USED - - - - 20 F HM PAIR 3'-0" b'-8" 1-3/4" HM PAINT - I I/A2.3 2/A2.3 12/A2.3 21 G 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - 10 I/A2.3 2/A2.3 18/A2.3 22 B 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - l I/A2.3 2/A2.3 IS/A2.3 23 G 5CW 3'-0" b'-8" 1-3/4" HM PAINT - q I/A2.3 2/A2.3 IS/A2.3 N2 24 B 5GW 3'-0" b'-8" 1-3/4" HM PAINT - 7 I/A2.3 2/A2.3 IS/A2.3 25 G 5GW 3'-0" b'-8" 1-3/4" HM PAINT - II I/A2.3 2/A2.3 IS/A2.3 2b B 5GW 3'-0" b'-8" 1-3/4" HM PAINT - II I/A2.3 2/A2.3 IS/A2.3 21 G 56W 3'-0" b'-$" 1-3/4" HM PAINT - H I/A2.3 2/A2.3 18/A2.3 28 G 5GW 3'-0" l'-0' 1-3/4" HM PAINT - II I/A2.3 2/A2.3 18/A2.3 2q B 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - l I/A2.3 2/A2.3 18/A2.3 30 G 5CW PAIR 3'-0" 6'-8" 1-3/4" HM PAINT - b I/A2.3 2/A2.3 18/A2.3 31 B 5GW 3'-0" 6'-8" 1-3/4' HM PAINT - l I/A2.3 2/A2.3 IS/A2.3 32 G 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - 11 I/A2.3 2/A2.3 IS/A2.3 33 G 5GW 2'-0" b'-8" 1-3/4" HM PAINT - 12 I/A2.3 2/A2.3 18/A2.3 34 B 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - 1 I/A2.3 2/A2.3 18/A2.3 35 B 5CW 3'-0" 6'-8" 1-3/4" HM PAINT - -I I/A2.3 2/A2.3 IS/A2.3 36 B 5CW 3'-0" 6'-8" 1-3/4" HM PAINT - l I/A2.3 2/A2.3 IS/A2.3 31 B 5CW 3'-0" b'-8" 1-3/4" HM PAINT - 7 I/A2.3 2/A2.3 IS/A2.3 38 G 5CW 3'-0" b'-8" 1-3/4" HM PAINT - q I/A2.3 2/A2.3 18/A2.3 N2 3q B 5CW 3'-0" b'-8" 1-3/4" HM PAINT - 7 I/A2.3 2/A2.3 18/A2.3 40 G 5CW PAIR 3'-0" 6'-8" 1-3/4" HM PAINT - b I/A2.3 2/A2.3 IS/A2.3 41 B 5CW 3'-0" 6'-8" 1-3/4" HM PAINT - 1 I/A2.3 2/A2.3 IS/A2.3 42 B 5GW 3'-O" b'-8" 1-3/4" HM PAINT - 1 I/A2.3 2/A2.3 IS/A2.3 43 G 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 18/A2.3 N2 44 G 5GW 3'-0" b'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 IS/A2.3 N2 45 G 5CW 3'-0" b'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 18/A2.3 N2 46 G 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 IS/A2.3 N2 47 G 5GW 3'-O" b'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 IS/A2.3 N2 48 G 5GW 3'-0" b'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 IS/A2.3 N2 4q B 5CW 3'-0" 6'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 IS/A2.3 N2 50 B 5GW 3'-0" b'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 18/A2.3 N2 51 B 5GW 3'-0" b'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 IS/A2.3 N2 52 B 5CW 3'-0" b'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 IS/A2.3 N2 53 B SON 3'-0" 6'-8" 1-3/4" HM PAINT - 8 I/A2.3 2/A2.3 18/A2.3 N2 54 B 5GW 3'-0" 6'-8" 1-3/4" HM PAINT - II I/A2.3 2/A2.3 IS/A2.3 55 G 5GW PAIR 2-6" 6'-8" 1-3/4" HM PAINT - 6 I/A2.3 2/A2.3 IS/A2.3 56 G 5GW 3'-0" 6-8" 1-3/4" HM PAINT - II I/A2.3 2/A2.3 18/A2.3 ABBREVIATIONS: HM = HOLLOW METAL WD = WOOD HGW = HOLLOW GORE WOOD 5(' W = SOLID GORE WOOD NOTES: NI PROVIDE FINGERKEYING SCHEDULE: #1. OFFICE GUARD PROTECTION ON ALL #2 GLO5ET/5TAFF/RE5OURGE/WASH EXTERIOR DOORS, AT INTERIOR 51DE ONLY. #3 KITCHEN FINGER SAFE U5A ING. (888-346-4123) #4 DOOR I, 2, 4 20 MODEL MKIA. (DOORS # 1 4 # 2 COLOR TO BE BROWN) #5 MASTER KEY #6-17 OUTSIDE CLASSROOM DOORS N2 PROVIDE I UNDERCUT INDIVIDUALLY KEYED PROVIDE 25 KEY GAB 1 NET W/LOGK I NG DOOR (1) 3'-0" x 6-0" FIXED WITH DIVIDED LITE5, TEMPERED GLASS, INSULATED PANELS (2) 2'-0" x 6-O" FIXED WITH DIVIDED LITE5, TEMPERED 6LA55, IN51JLATED PANELS AGGf 2. 3. 4. 5. 6. -f. 8. q. 10. II. II. e DOOR TYPES i/411=11 -o11 3 SIM. 6 b" 12' 6" IN. z 6" I 2' 6" IN. :: :: v v :: "x32" 2 2 3 0 31-011212, 24 Iq 3'-0" - T.O.ell 0 El HEAD m 24"x32" EXCEPT N DOOR #5 = 24"x36" o O q- SIM. \z 241lx32" TYPg" 1 -4 OR MOIAITIIN6 5EE HEI6HT5 TA. SILL E (1) 3'-4" RADIUS WINDOW O O 0 O O O 15 SIM. O INSE ULA ANEL D PM Q -LITE SAFETY 6LA55 FLUSH BIRCH VENEER q -LITE SAFETY 6LA55 9 -LITE 5AFETY 6LA55 2 PANEL, METAL IN51JLATED DOOR SAFETY 24"x28" CLEAR 61A55 FLU5H BIRGH VENEER 6 -PANEL METAL/6ALVANIZED 2 PANEL, METAL IN5ULATED DOOR 2 PANEL, METAL INSULATED DOOR5 2. SAFETY 67LA55 510E LITE5 \ k TYPICAL DORMER WINDOW TA. SILL SEAL SEAL OQ 2'-8' Aft 0Q 2'-8' Aft (03'-0" x 4'-4" FIXED WITH DIVIDED LITE5, TEMPERED 6LA55, IN%LATED PANELS (I) HALF ROUND, I'-6" RADIUS FIXED WSOLID WOOD IX6 50LID WOOD q/Ib"x5 1/4"ITH DIVIDED LITE5, SOLID WD. B TFMPEREO 6LA55, IN50LATED PANELS PROFILE AS xilkW/ ROUND EDGE5, A5E 50 ID 2" 3/4" NO STOP AT HINGE m SIDSXi- Z/LZ__�T I HOLLOW METAL FRAME CAULK / SHIM SPACE FULL HEIGHT BOTH SIDES SAFETY HINGE 5/8" DRYWALL, EA. SIDE FILE TOP OF HINGE SMOOTH DETAIL - DOOR JAMB 4 5GALE: 1--1/2" = I' �2. TYPICAL WHERE PINCH PROOF HINGE OCCURS HARDWARE SCHEDULE :PTABLE MANUFAGTURER5: PRODUCT HIN6E5 LOGK5 4 LATCHES CYLINDERS, KEY5, KEYING EXIT DEVIGE5 DOOR GL05ER5 OVERHEAD 5TOP5MOLDER5 WALL 5TOP5/FL004 5TOP5 FLU5HBOLT5 KICK PLATES THRESHOLD, 5WE EP5 $ WEATHER5TRIPPING SILENCERS 5AFETY HINGE SAFETY HINGE HARDWARE SET # 1 (INTERIOR VESTIBULE) 5PEGIFIED ACCEPTABLE PRODUGT I 5UB5TITUTE HA5LR 5GHLA6E 5r,HLA6E EVER5T VON DUPRIN LGN 6LYNN JOHN50N 6LYNN JOHNSON ROGKWOOiD PEMKO 6LYNN JOHN50N HA6ER ROTON RMER ROTON QTY ITEM MODEL # FINISH 2 EACH SAFETY HINGE 780-113 DK BRZ DK BRZ 2 EACH EXIT DEVICE 98EO DK BRZ 1 EACH DIGITAL EXIT DEVICE TRIM @RHR US10B 1 EACH RIM CYLINDER 20-057 US10B 2 EACH CLOSER 1461 SCUSH x SRT DK BRZ 2 EACH KICKPLATE 8400 6" x 2" LDW US10B MODEL # NO THRESH! 1 EACH SAFETY HINGE HARDWARE SET # 2 (EXTERIOR CORRIDOR) ALUM QTY ITEM MODEL# FINISH 3 EACH HINGE 780-224 ALUM 1 EACH EXIT DEVICE 98L US26D 1 EACH RIM CYLINDER 20-057 US26D 1 EACH CLOSER 1461 SCUSH x SRT ALUM 1 EACH KICKPLATE 8400 6"x 4" LDW US26D 1 EACH THRESHOLD 2005AT ALUM 1 EACH WEATHER SEAL S88W WHITE 1 EACH DOOR SWEEP 223ANB ALUM 1 EACH FINGER GUARD MK1A WHITE HARDWARE SET #3 (EXTERIOR CLASSROOM) HARDWARE # 9 (INTERIOR STAFF TOILET) QTY ITEM MODEL# FINISH 3 EACH HINGE 780-224 ALUM 1 EACH STOREROOM AL80RD SAT US26D 1 EACH CLOSER 1461 SCUSH x SRT ALUM 1 EACH KICKPLATE 8400 6" x 4" LDW L;S26D 1 EACH THRESHOLD 2005AT ALUM 1 EACH WEATHER SEAL S88W WHITE 1 EACH DOOR SWEEP 223ANB ALUM 1 EACH FINGER GUARD MKIIA WHITE HARDWARE SET#4 (EXTERIOR WATER/STORAGE ROOM) AL50RD SAT QTY ITEM MODEL# FINISH 3 EACH HINGE 780-224 ALUM 1 EACH STOREROOM AL80RD SAT US26D 1 EACH CRASH STOP CS115 US26D 1 EACH THRESHOLD 2005AT ALUM 1 EACH WEATHER SEAL S88W WHITE 1 EACH DOOR SWEEP 223ANB ALUM HARDWARE # 5 (EXTERIOR VESTIBULE) ALUM 1 EACH QTY ITEM MODEL# FINISH 3 EACH HINGE 780-224 DK BRZ 1 EACH EXIT DEVICE 98L DK BRZ 1 EACH RIM CYLINDER 20-057 US10B 1 EACH CLOSER 1461 SCUSH x SRT DK BRZ 1 EACH KICKPLATE 84006"x4"LDW UF10B 1 EACH THRESHOLD 2006DT DK BRZ 1 EACH WEATHER SEAL S88D DROWN 1 EACH DOOR SWEEP 223DNB DK BRZ 1 EACH FINGER GUARD MK1A BPOWN 5TANLEY SARGENT 5ARGENT 5AR6ENT NORTON 5AROENT ROGKWOOD, IVES IVES REE5E, NATIONAL GUARD ROGKWOOD, IVES NONE NONE HARDWARE SET # 6 (INTERIOR STORAGE . DBL DR) QTY ITEM MODEL # FINISH 2 EACH SAFETY HINGE 780.113 ALUM 2 EACH FLUSH BOLT FB358 US26D 1 EACH DUST PROOF STRIKE DP2 US26D 1 EACH STOREROOM AL80RD SAT US26D 1 EACH OVE=RHEAD STOP 450S US26D HARDWARE SET #7 (INTERIOR CLASSROOM) OTY ITEM MODEL # FINISH 1 EACH SAFETY HINGE 780-113 ALUM 1 EACH PASSAGE AL10S SAT US26D 1 EACH CLOSER 1461 REG w/PA x TB ALUM 1 EACH KICKPLATE 8400 8" x 2" LDW US32D 1 EACH WALL STOP WS407CCV US32D HARDWARE SET # 8 (INTERIOR CHILDREN TOILET) QTY ITEM MODEL # FINSH 1 EACH SAFETY HINGE 780-113 ALUM 1 EACH PASSAGE AL10S SAT US26D 1 EACH CLOSER 1461 REG w1PA x TB ALUM 1 EACH KICKPLATE 8400 8" x 2" LDW US32D 1 EACH WALL STOP WS407CCV US32D HARDWARE # 9 (INTERIOR STAFF TOILET) QTY ITEM MODEL # FINISH 1 EACH SAFETY HINGE 780-113 ALUM 1 EACH PRIVACY AL40S SAT US26D 1 EACH CLOSER 1461 REG w/PA x TB ALUM 1 EACH KICKPLATE 8400 8" x 2" LDW US32D 1 EACH WALL STOP WS407CCV US32D HARDWARE# 10 (INTERIOR OFFICE) QTY: LTfa MODEL # FINISH 1 EACH SAFETY HINGE 780-113 ALUM 1 EACH ENTRANCE/OFFICE AL50RD SAT US26D 1 EACH CLOSER 1461 REG w/PA x TB ALUM 1 EACH KICKPLATE 8400 8" x 2" LDW US32D 1 EACH WALL STOP W3407CCV US32D HARDWARE # 11 (INTERIOR KITCHEN, STAFF, RESOURCE & WASH ROOND QTY ITEM MODEL # FINISH 1 EACH SAFETY HINGE 780-113 ALUM 1 EACH STOREROOM AL80RD SAT US26D 1 EACH CLOSER 1461 REG w/PA x TB ALUM 1 EACH KICKPLATE 8400 8" x 2" LDW US26D 1 EACH WALL STOP WS407CCV US32D HARDWARE SET #12 (MEDIA & INTERIOR STORAGE) au ITEM MODEL # FINISH 1 EACH SAFETY HINGE 780-113 ALUM 1 EACH STOREROOM AL80RD SAT US26D 1 EACH OVERHEAD STOP 450S US26D HARDWARE SET # 13 (CONFERENCE DBL DOOR) QTY ITEM MODEL # FINISH 2 EACH SAFETY HINGE 780.113 ALUM 2EACH FLUSH BOLT FB358 US26D 1 EACH DUST PROOF STRIKE DP2 US26D 1 EACH STOREROOM AL80RD SAT US26D 2 EACH CLOSER 1461 REG w1PA x TB ALUM 1 EACH WALL STOP WS407CCV US32D 2 EACH KICKPLATE 8400 8" x 2" LDW US32D 1/2" RADIUS (TYP) 1/2"x1/2" 50LID QUARTER 1/2" RADIUSD (TYP) SEAL SEAL5EAL 0 0 0 U5E: INSTALL IN RECEPTION, USE: INSTALLED IN CORRIDOR 4 SEE FINISH 5GHEDULE VESTIBULE $ OFFICE AREA5. GLA55ROOM5 WITH TOP AT 32" AFF. FOR LOCATION OF WOOD TOP OF CHAIR RAIL ® 32 AFF INSTALL GOAT HOOKS AGGORDIN6 TO BA5E. NOTES: INT. ELEVATIONS. I. TRIM TO BE SOLID WOOD, PAINT GRADE POPLAR OR FIR. TRIM TO BE 5ANDED SMOOTH. ALL VOIDS 4 6AP5 TO BE CAULKED A5 NEEDED. 2. TRIM THE CHAIR RAIL IF NEEDED TO CLEAR ANY CONFLICTS WITH THE GABINETRY AND/OR BAGK5PLA5H. ROUND ALL ED6E5, OUTSIDE CORNERS, ETG. REFER TO A2.2 FOR COLOR. 3. STANDARD TRIM PROFILES ACCEPTED WITH PRIOR APPROVAL FROM ARCHITECT. I T""rPI GAL TRIM PROFILES NT5 PLAN VIEW ROOF TRUSSES INTERIOR WALL GON5TRUGTION I. WOOD 5TU05-NOM. 2x4 IN., 5PAGED PER PLAN., EFFECTIVELY FIRE5TOPPED, FOR TYP. INTERIOR PARTITIONS. 2. WALL BOARD, 6YP5UM: 5/8" THICK, 4 FT. WIDE 5GREWED TO 5TUD5 AND PLATES WITH 15/8" LONG TYPE 5 BL16LE-HEAD DRYWALL 5GREW5. 5GREW5 SPACED AT 12" O.G. MAX. ALONG JOINTS AND IN THE FIELD WHEN NO INSULATION 15 FITTED IN THE CONGEALED SPACE, OR AT 8" O.G. MAX. ALONG JOINTS AND IN THE FIELD WHEN INSULATION 15 FITTED IN THE CONGEALED SPAGE. 3. JOINTS 4 5GREWHEAD5:-WALL13OARD JOINTS COVERED WITH PAPER TAPE AND JOINT COMPOUND. 5GREWHEAD5 COVERED WITH JOINT COMPOUND. 6YP5UM PLASTER NOT MORE THAN 1/6 IN. THICK MAY BE APPLIED OVER THE WALLBOARD IN ADDITION TO THE SPECIFIED JOINT TREATMENT. OTE: SECURE INTERIOR ARTITIONS TO TRUSSES AFTER LL THE ROOF/MECH. LOADS RE INCORPORATED TO THE RUSSES. 1-011 o Z rel ■ fir INTERIOR NON-BEARING RT 8'-I" A.F.F. 20 VERT. BLOCKING 24" O.C. WITH (2) 16d EACH END, EACH SIDE. i ROOF TRUSSES NOTE: SECURE INTERIOR PART1Ti0Nf TO TRUSSES AFTER ALL THE ROOF/MECH. LOADS ARE INCORPORATED TO THE TRUSSES. TOP OF INTERIOR NON-BEARING WALL5 AT 8'-1" A.F.F. 2x P.T. SILL PLATE WITH 0.145" DIA. 2x P.T. SILL PLATE WITH 0.145" DIA. ® 32" O.C. POWDER ACTUATED 2 0 32" O.C. POWDER ACTUATED FASTENER WITH (2)-r WASHERS WITH FASTENER WITH (2)-j" WASHERS WITH MIN. 1 �' EMBED AT 32" O.C. MIN. 1 4" EMBED AT 32" O.C. M55 PER &VIGULAR TO PARTITION TRU55 PARALELL TO PARTITION5 (: ) 2 TYP. INTERIOR MALL DETAILS NT5 FRP ON GYP. BD. FRP PRE -MOULDED INSIDE CORNER I N51 DE GORNER - FRP ON GYP. BD. GYP. BD. FRP FRP PRE- PRE -MOULDED MOULDED H-GLIP OUT5IDE CORNER STOP AT TOP OF FLOORING BA5E SIERT I GAL DIVIDER OUT51 DE GORNER NOTE: INSTALL ON WP BOARD IN TOILETS 4 KITCHEN 3 FRF HALL DETA I LS NT5 CAULK FRP PRE -MOULDED EDGE FRP ON GYP. BD. FRP PRE -MOULDED OUTSIDE CORNER END WALL o� L o� as= o Di mL ��c C U �oa00� ) y 0 tn ':n' In x o"�a= c aI'S AN LLL ; mL m .d) 01 a- -- a�°gym 'a> -0O NQ) L ci 0°Q-°fi c m L O a O E _c a i51 m v O In c L g O _ � E o L�� z-- Z o s ° < Q_ m <Uci �%j S� scHoo 5 CL+• fl Q O i O X O Q LL. c W cn to d Q�d o05-0 : N Q a�2�o E V)N> >, LU 1 LID L3U N J M Ur IZ- ch a uj ?: DSU N -� .0 a E U Site: PRIMROSE SCHOOL of CHACE LAKE 4-125 GHAGE CIRCLE HOOVER, AL 35244 Building Type: AL -2013-5 Drawinq Title: DOOR, WINDOW, 4 HARDWARE SCHEDULES Date: Drn: STAFF 6/1/2013 Gkd: MDP Drawinq Number: A2.1 Revi5lon5: bid & permit set GONTRAGTOR PURCHASED 8 INSTALLED ITEMS RE51DENTIAL APPLIANCE PAGKAGE VENDOR: STORE OF YOUR GHOIGE ADDRE55: ESTIMATED ITEM # DE5GRIPTION QUANTITY UNIT PRICE EXT. PRICE I Y'MRD205ODWG S.E.- WASHER - (3.5 GU. FT. SUPER CAPACITY) ALMOND ON ALMOND (OR EQUAL) I DNG0450EA/6A G.E.- DRYER - (7A CU. FT. SUPER GAPAGITY) ALMOND ON ALMOND (OR EQUAL) I JEBI860DMWW G.E. -MICROWAVE Ib CU.FT. - 1000 WATTS I 5R -I130104 5ANY0 - 1.7 GU. FT. SMALL REFRI6. FOR MEDICINE STORA6E (OR EQUAL) 2 5R5b20W SANYO.- REFRIGERATOR IN Al 4 A2 (DOOR SWINGS BOTH WAY5) NOTES: I. CONTRACTOR 15 RESPONSIBLE TO VERIFY SPACE REQUIREMENT FOR ANY EQUIPMENT SUBSTITUTION. 2. PROVIDE GUT 5HEET5 OF ANY EQUIPMENT SUBSTITUTION FOR ARCHITECT'S APPROVAL. GOMMERGIAL APPLIANGE5 5GHEDULE QUANTI MANUFACTURER ITEM # DESGIPTION I TRUE or TURBO -AIR T-35 / T5R-3550 I TRUE or TURBO -AIR T-4CIF / T5F-46150 I SCOTSMAN GUO515 SELF-CONTAINED IGE MACHINE I AMANA RG30-5 COMMERCIAL MIGROWAVE/5TEAMER I GADGO XAF-1613 COMMERCIAL CONVECTION OVEN 05T-1615 STAND 4 CORD NOTES: I. CONTRACTOR 15 RESPONSIBLE TO VERIFY SPACE REQUIREMENT FOR ANY EQUIPMENT SUBSTITUTION. 2. PROVIDE GUT SHEETS OF ANY EQUIPMENT 5UB5TITUTION FOR ARCHITECT'S APPROVAL. 3. SEE ELEVATIONS A-5.6 FOR 5HELVIN6 AND TABLE 5PEGIFICATION5 51 GNAGE PAGKACGE 5GHEDULE VENDOR: ONE-HOUR 516145 ADDRE55: 4011 GANTON ROAD MARIETTA, 6A. 300(b6 PHONE: (770) 5611-1111 FAX: (170) 5611-7542 TOLL FREE: (866) 5ql-5gll NOTE: ALL 516145 NOT PREPARED BY ONE HOUR SIGNS OR QUALITY S.G. -REQUIRE PRIOR WRITTEN APPROVAL FROM PRIMR05E CORPORATE OFFICE. NOTE: GONTRAGTOR SHALL PERMIT ALL 516N5 E-5TIMATEDI DESCRIPTION QUANTITY REMARKS 42' DIAMETER PLEXIGLA55 LOCO WITH PVC, FRAME ' 2 V35N VALET MINI ROOM STATION - WHITE I RIPTION 2 1 HANDICAP PARKING 51614 VV P05T VERIFY STYLE YV LOCAL OFFICIALS I I HOPSCOTCH STENCIL WITH NUMBER STENCIL PLACELAMBSSLEEPING PLACE BORDER AT TOP OF WALL BELOW CEILING. INFORMATION BOX WITH P05T AI INTERIOR 516N PAGKA6E SEE NOTE 'SMOKE FREE' 51614 12"x12" P05T CLASSROOMS LARGE MAILBOX WITH P05T AND 14" DIA. L060 DISCS ON BOTH SIDES GAT PLAYING BALL 'PRIMROSE PATCH" SIGN 02N249 WITH P05T 5ANDBLAS, D 'GENTER 5TAGE" SIGN AND STARS INDIVIDUAL LETTERS I "STOP WATCH FOR CHILDREN" 516114 WITH P05T PTT_TRN AS PROVIDED V41TH 516H SANDBLASTED VERIFY FINAL LOCATION WITH OWNER. B3 4 TOILET #3 Installer will have to butt together onsite. (rare) P9 P2 GLA 5ROOMS NOTES: I. CONTRACTOR TO VERIFY WITH OWNER THE NAME OF THE CLASSROOMS, BEFORE ORDERING THI5 INTERIOR 51614 PAGKAC7E. 2. ALL POSTS, AND FINIALS TO BE PAINTED 5W OGATILLO GREEN. MONUMENT 516N PAGKA(5E NOTE: MONUMENT 51614 LETTERING COST SHOULD INCLUDE LETTERING (FOR BOTH 51DE5 OF 516N), IN5TRUGTION5, TAX AND 5HIPPIN6 COST. ESTIMATED QUANTITY DESCRIPTION UNIT PRICE E PRICE 12" DIAMETER "PRIMROSE" L060 DARK BRONZE EXTERIOR 2 SETS, 4' HI6H SURFACE MOUNTED LETTERS, 5TYLE=TIMES BOLD, DARK BRONZE ON MOUNTABLE PANEL 2 SETS 2 I/4' HIGH LETTERS, STRIP 516N, 51YLE=TIME5 ROMAN, DARK BRONZE THE "FINISH SCHEDULE." P2 TOTAL WALLPAPER / BORDER VENDOR: TU66LE5'5 USE: I. QTY TO BE DETERMINED BY CONTACTOR APPRE55:238 BROAD STREET 2. PREPAYMENT REQUIRED. ROME, 6A. 30161 3. ALLOW WKS, FOR DELIVERY (706) 232-5340 CONTACT- JACK TU66LE 4. ORDER I EXTRA ROLL PER RM FOR REPAIRS 4. MARK-ROOMh6hmluITEM# V35N VALET MINI ROOM STATION - WHITE UP TO 20 RIPTION WPI CLASSROOM INFANT PLACELAMBSSLEEPING PLACE BORDER AT TOP OF WALL BELOW CEILING. EXT.PRIGE AI AS REQV I L3VM500 GAT 5 GA13LE OR VALET 8-GONDUGTOR INTERCOM CABLE P2 CLASSROOMS YTODDLER GAT PLAYING BALL WP2 BI 4 A2 qb' or wider face Width, contractor Hill have to order twe pieces that the PLACE BORDER AT TOP OF WALL BELOW CEILING AND ABOVE TOP OF FRP AT TOILETS. B3 4 TOILET #3 Installer will have to butt together onsite. (rare) P9 P2 GLA 5ROOMS EARLYP DUCK BLOWIN6 HORN WP3 EPI, EP2 4 EP3 CEILING PLACE BORDER AT TOP OF WALL BELOW CEILING AND ABOVE TOP OF FRP AT TOILETS. EXTERIOR 4 TOILET #4 6.G. TO PAINT ALL 51DE5 OF CORNICE, INGLUDIN6 BACK SIDE. PAINT PER NOTE #2 OF THE "FINISH SCHEDULE." P2 CLASSROOMS PRESCHOOL PRIMR05E FRIENDS - PIG PAINTING SHAPES WP4 GI, 02 4 TOILET #3 PLACE BORDER AT TOP OF WALL BELOW CEILING AND ABOVE TOP OF FRP AT TOILETS. WINDOW TOILETS #1 4 8 FINISH / INTERIOR DOORS INSIDE CLASSROOMS PRIM4K PRIMR05E FRIENDS - ABG BORDER YqP'5 01,024 FLOOR PLACE BORDER ABOVE CHAIR RAIL AND ABOVE TOP OF FRP AT TOILETS. CHAIRRAIL TOILETS #11-12-13-14 CHAIRRAIL NOT USED WPb EXP�4EEPP--3M NONE FACE TOILETS #q 4 10 LAMINATE CORNICE NOTES Al YOUNGINFANTS F1 B2 TOILETS #1 4 2 B/P3 PS W7 (ADULTS) NONE NOT USED WP8 VESTIBULE, REGEPT., OFFICE P10NE NOT USED V ('q RECEPTION, NONE NOT USED B2 OFFICE B/P3 P8 P3 STAFF ROOM, Cl / P5 PLl P3 KASH ROOM ROO NONE NOT USED 10 RESOURCE TODDLERS Fl GOAT HOOK5 VENDOR: COMMUNITY PLAYTHIN65 (CONTACT: EUNICE BARTH) USE: EMAIL: 5ALE50®GOMMUNITYPRODUGT5.GOM PHONE: 800-777-4244 800-336-56148 QUANTITY ITEM # DESCRIPTION UNIT PRIGE EXT.PRIGE 200 5214-10 GOAT HOOK, PLASTIC W/20 2-3/4" 5GREW-5- HD PLASTIC - COLOR BEIGE - SET OF 10 TOTAL GOAT HOOKS SHALL BE LOCATED IN THE FIELD BY PRIMR05E OPERATIONS CONSULTANT INTERCOM 4 DOOR BELL 5Y5TEM VENDOR: VALET 5Y5TEM ONE, SELECTIVE GALL INTERCOM SYSTEM (Central Vacuum Stores) ADDRE55: 3015 46th Avenue North Saint Petersburg, Florida 33714 WEB: http://WWW.centralvmuum5tore5.com/intercoms/voice-onlyNalet-5y5tem-OneAndex.php PHONE: 8 0-221-8227 for Customer Service EMAIL: 5aleslnfo®centra ivacuumstore5.com QUANTITY ITEM # DESCRIPTION UNIT PRIGE EXT. PRICE I VVTW AUDIO INPUT VOLUME 4 TONE GONTROL-MOUNT HORIZ IN I GANG BOX UP TO 20 V35N VALET MINI ROOM STATION - WHITE UP TO 20 REG HOUSING - ROL16H IN ID TIMBERS OR PRIMROSE PATGH DOOR STATION WITH DOOR PUSH BUTTON - WHITE ESTIMATED QUANTITY DE5GRIPTION RMER EXT.PRIGE VP5G TRANSFORMER POWER CORD. AS REQV I L3VM500 GAT 5 GA13LE OR VALET 8-GONDUGTOR INTERCOM CABLE P2 SEALED CONCRETE 2 BKIO5 NiNE ELECTRONIC DOOR CHIME TOTAL P1353LNH PUSH BUTTONT THE ROT DOOR qb' or wider face Width, contractor Hill have to order twe pieces that the F2 B3 TOTALI PLAYGROUND EQUIPMENT VENDOR: APPRE55: LITTLE TIKE5 COMMERCIAL PLAY SYSTEMS USE: ONE IRON MOUNTAIN FORGE DRIVE P05T OFFIGE BOX 8617 FARMINGTON, M155OLRI 63640-0887 800-325-8828 (PHONE) 573-760-7454 (FAX) QUANTITY ITEM # DESCRIPTION UNIT PRICE EXT.PRIGE I APPROVED PLAYGROUND PAGKA67E SEE 5ITt: ID TIMBERS APPROX TOTAL b ID TIMBERS OR PRIMROSE PATGH CONTACT; DEBORAH HALVOR50N (deborahorainbowwoods.com ESTIMATED QUANTITY DE5GRIPTION UNIT PRIGE EXT.PRIGE P9 NONE P9 P2 SEALED CONCRETE b 3/4' Majestic Wood w/4 1/2" projection Golor: White WI Pll TOTAL DISGLPJMER, LITTLETIKE5 PLAY SY5TEH5, INC. PRIW.05E 5GHOOL F ANGH ISIN5 COMPANY HAS CONTRACTED HATH LITTLE TIKE5 PLAY 5Y5TEM5 As THE ONLY APPROVED PLAY6ROUND EQUIPMENT SUPPLIER PRIOR TO ORDERING EQUIPMENT, YOU FUST HAVE YOUR APPROVED PLAYGROUND PLAN ON FILE WITH PRIMFt SE 5C+IOOL FRAWASING COMPANY. APPROVAL 15 TO BE 61VB BY P5.FL. TO ENSUIQE ON -TIM DELIVERY AND IN5TALLATION, YOU MUST ORDER EQUIPMENT TYALVE 02 NEEKS) PRIOR TO YOUR OPENING DATE. IF LITTLE TIKE5 PLAY SYSTEM5 15 CONTRACTED FOR THE INSTALLATION, TH15 WILL EN5URE THEM TURNING THE PLAY6ROUND OVER TO YOU FOR COMPLETION OF FALL ZONE, ETC. TWO (2) YEWS PRIOR TO OPENING. MM205E 5C TOOL FRANGHSIN6 COMPANY REC.OMhEND5 LITTLE TIKES PLAY 5Y57EM5 TO IN5TALL THE EQUIPMENT TO REDUGE YaUR LIABILITY AND ENSURE PROPER INSTALLATION. WINDOW BLINDS VENDOR: "A WINDOW DE516NER" ADDRE55: 6546 BRIDGEWOOD DRIVE, SANTA ROSA, GA 6154061 TELA 0-11) q2q-0500, FAX # (361) 7261-6634 OR CONTACT: www.rvindowde5l9ner.cem - ROBBIE CABALLERO QUANTITY ITEM # DESCRIPTION UNIT PRICE EXT.PRIGE AUX WOOD BLINDS, IN51DE MOUNT WHITE OR EASE OF INSTALLATION OR AS, 51NC7LE5 TOTAL a CONFIRM QUANTi nE5 AND SIZE ON FLOOR PLAN A-I.I. 61VE FACTORY EXACT IN51DE DIMENSION. THEY WILL DEDUCT IN51DE ALLOKWE5 a CONFIRM 6.c. TO PROVIDE ONE BRA% CUP HOOK PER BLIND TO 5EGURE CORD. GORNIGE PAGKAGE F2 VENDOR: 5TARKWOOD DE516N5 VENDOR: RAINBOW WOOD5 INC. 334 SEVEN AGRE5 ROAD ROOM FINISH SCHEDULE - 11 Room PARKER5BUR6, WV 26104 LE CENTER, MN 56057-1630 TELA (304) 422-266q, FAX # (304) 422-0761 TELA (507) 321-0808, FAX # (507) 357-4447 GONTAGT: TOM STARK (Infoostarkwood.com) CONTACT; DEBORAH HALVOR50N (deborahorainbowwoods.com ESTIMATED QUANTITY DE5GRIPTION UNIT PRIGE EXT.PRIGE P9 NONE P9 P2 SEALED CONCRETE b 3/4' Majestic Wood w/4 1/2" projection Golor: White WI Pll 12"x12" VINYL TILE DOORFRAMES qb' or wider face Width, contractor Hill have to order twe pieces that the F2 B3 FRP-1 Installer will have to butt together onsite. (rare) P9 P2 WALL FLYISH Measurements must be at least 2" to 4" wider than window. WALL FINISH TRIM & B2 CEILING FZ EXTERIOR & VIEW 6.G. TO PAINT ALL 51DE5 OF CORNICE, INGLUDIN6 BACK SIDE. PAINT PER NOTE #2 OF THE "FINISH SCHEDULE." P2 C2/P1 Pll P2 PLl BELOW TOILET #3 ABOVE WINDOW WALLPAPER FINISH / INTERIOR DOORS INSIDE WINDOW PLASTIC WINDOW P3 ROOM NO. ROOM NAME FLOOR BASE CHAIRRAIL CHAIRRAIL CHAIRRAIL SILL COLORS BORDER COLOR DOORS FACE FRAMES LAMINATE CORNICE NOTES Al YOUNGINFANTS F1 B2 PS B/P3 PS P3 WP -1 Cl/P5 Pll P3 P3 PLl P3 10 A2 OLDER INFANT/TODS Fl B2 P8 B/P3 P8 P3 WP -2 Cl / P5 PLl P3 P3 PLl P3 10 Bl TODDLERS Fl B2 PS B/P3 P8 P3 WP -2 Cl / PS Pll P3 P3 PLl P3 7EPl 037 B3 EARLYPRESCHOOL Fl B2 PS B/P4 P8 P4 WP -3 CLIPS Pll P4 P4 PLl P47EP2 PS P6C2 EARLY PRESCHOOL Fl B2 PS B/P4 P8 P4 WP -3 Cl / P5 Pll P4 P4 P4 PLl PL1 P4 P4 7Cl EFa EARLY PRESCHOOL Fl B2 P8 B/P4 P8 P4 WP -3 Cl / P5 Pll P4 P4 P4 PLl P4 7 PRESCHOOL Fl B2 PS B/P4 P8 P4 WP -4 Cl / P5 Pll P4 P4 PLl P4 3,7 C2 PRESCHOOL Fl B2 P8 B/P4 PS P4 WP -4 Cl /P5 PH P3 P3 PLl P3 38 Dl KINDERGARTEN Fl B2 PS B/P3 PS P3 WP -5 Cl/P5 Pll P3 P3 PLl P3 3,8 D2 KINDERGARTEN Fl B2 P8 B/P3 P8 P3 WP -5 Cl / P5 Pll P6 P6 PLl P6 3,4,9 EXP EXPLORERS Fl/F6 B2 PS B/P6 P8 P6 Cl / FS Pll P2 P2 P10 3 VESTIBULE F3/F4 Bl P10 A/P2 P9 P2 CI/P1 P2 Pll P2 P2 PL2/ PL3 3 5 11 12 RECEPTION F3 Bl P10 A/P2 P9 / P10 P2 Cl / Pl Pll P2 P2 PLV PL3 P10 311 12 OFFICE F7 Bl P10 A/P2 P9 / P10 P2 Cl/P1 Pll P2 P2 PL2/ PL3 P10 12 CONFERENCE F7 Bl P10 A/P2 P91 P10 P2 Cl / Pl P2 12 CAR SEAT STORAGE F7 Bl P9 NONE P9 P2 Cl / Pl Pll P2 1213 GALLERY #1 F7 Bl P10 B/P2 P9 P2 Cl/Pi Pll P2 1213 GALLERY #2 F7 Bl P10 B/P2 P9 P2 Cl / Pl Pll P2 P2 P2 P2 1213 GALLERY #3 F7 B1 P10 B/P2 P9 P2 Cl / P1 Pll P2 12,13 GALLERY #4 F7 Bl P10 B/P2 P9 P2 Cl/Pi Pll P2 3 WARMINGKITCHEN F2 B3 FRP-2 NONE FRP-2 P2 C2 / Pl Pll P2 P2 PLl PLl/PL2 3 STAFF ROOM Fl B2 P9 NONE P9 P2 Cl/P1 Pll P2 PLl/ PL2 3 RESOURCE ROOM Fl B2 P9 NONE P9 P2 Cl / Pl Pll Pz GORNIGE PAGKAGE F2 VENDOR: 5TARKWOOD DE516N5 VENDOR: RAINBOW WOOD5 INC. 334 SEVEN AGRE5 ROAD 150 EAST SHARON STREET PARKER5BUR6, WV 26104 LE CENTER, MN 56057-1630 TELA (304) 422-266q, FAX # (304) 422-0761 TELA (507) 321-0808, FAX # (507) 357-4447 GONTAGT: TOM STARK (Infoostarkwood.com) CONTACT; DEBORAH HALVOR50N (deborahorainbowwoods.com ESTIMATED QUANTITY DE5GRIPTION UNIT PRIGE EXT.PRIGE P9 NONE P9 P2 SEALED CONCRETE b 3/4' Majestic Wood w/4 1/2" projection Golor: White WI Pll 12"x12" VINYL TILE 3 qb' or wider face Width, contractor Hill have to order twe pieces that the F2 B3 FRP-1 Installer will have to butt together onsite. (rare) P9 P2 BASES Measurements must be at least 2" to 4" wider than window. PLl P2 PLl B2 Gost will vary depending on market prices and width of cornice. FZ B3 NOTE: 6.G. TO PAINT ALL 51DE5 OF CORNICE, INGLUDIN6 BACK SIDE. PAINT PER NOTE #2 OF THE "FINISH SCHEDULE." r-LAC65 F2 VENDOR: ADDRE�55` FLA65OURGE SOUTHEAST, ING. USE: Ig56 LOWER R0501ELL RD. 5T.G MARIETTA, 6A. 30068 (770) 0177-3331 FAX: (770) 6171-0622 QUANTITY ITEM # DE5GIPTION UNIT PRICE EXT. PRIGE I POLE E655 25 25' FLAG POLE I P5FG FLAG PRIMR05E F A6 I FLAG 4'X6' U.5. NYLON II FLAG _ CLOSETS F1 B2 P9 NONE P9 P2 SEALED CONCRETE NOTE: PROVIDE 4 HALYARD GLIP5 W/ POLE. PROVIDE HIGH WIND POLE PER SPECIFICATIONS WHEN REQUIRED NOTES: I. ANY INTERIOR WALL AND CEILING FINISH SHALL HAVE A MAXIMUM FLAME -SPREAD INDEX OF 26-75 (CLASS ll) AT CORRIDORS (EXIT WAYS), AND A MAXIMUM FLAME -SPREAD INDEX OF 76-200 (CLASS III) AT OTHER AREAS AND CLASSROOMS. WHEN AN ADEQUATE FIRE SPRINKLER SYSTEM IS PROVIDED, THE FLAME -SPREAD CLASSIFICATION RATING MAY BE REDUCED ONE CLASSIFICATION. 2. IT 15 THE CONTRACTORS RESPONSIBILITY TO OBTAIN WRITTEN APPROVAL FROM PRIMR05E SCHOOL FRANGHI51% COMPANY FOR ANY AND ALL SUBSTITUTIONS. WATER WASHROOM F2 B3 FRP 1/2 FRP TRIM P9 P2 12"x12" VINYL TH.F C2 / Pl P11 6"X6" CERAMIC 'LILE DAI-TILE B929 BISCUIT SPECKLE x : LIGHT SMOKE - APPLY CLEAR SEALANT TO GROUT PER MANUFACTURER'S RECOMMMENDATIONS - ALTERNATE TILE (WITH APPROVAL) URBAN PUTTY B902 OR PUTTY SPECKLE B928 CLOSETS F1 B2 P9 NONE P9 P2 SEALED CONCRETE C1/Pl Pll 12"x12" VINYL TILE 3 TOILET #1 F2 B3 FRP-1 FRP TRIM P9 P2 BASES C2/P1 PLl P2 PLl B2 TOILET #2 FZ B3 FRP-1 FRP TRIM P9 P2 C2/P1 Pll P2 PLl 3 TOILET #3 F2 B3 FRP-1 FRP TRIM PS P3 WP -2 C2/P5 Pll P3 8 TOILET #4 F2 B3 FRP-1 FRP TRIM P8 P4 WP -3 C2 / P5 PH P4 8 TOILET #5 F2 B3 FRP-1 FRP TRIM PS P4 WP -3 C2 / FS Pll P4 8 8 TOILET 46 F2 B3 FRP-1 FRP TRIM P8 P4 WP -3 C2/P5 Pll P4 P7 TOILET #7 F2 B3 FRP-1 FRP TRIM P8 P4 WP -4 C2 / P5 Pll P4 S TOILET AB F2 B3 FRP-1 FRP TRIM PS P4 WP -4 C2/P5 Pll P4 8 TOILET #9 F2 B3 FRP-1 FRP TRIM PS P6 EXTERIOR ACRYLIC SATIN (SW -6157 Favorite Tan OR HC -82) C2 / P5 P11 P6 TOILET #10 F2 B3 FRP-1 FRP TRIM PS P6C2 / P5 Pll P6 8 TOILET #11 F2 B3 I FRP-1 FRP TRIM PS P3 WP -5 E2 / P5 Pll P3 8 TOILET #12 F2 B3 FRF -1 FRP TRIM P8 P3 WP -5 C2/P5 Pll T`^T� P3 NOTES 1. ALL WALLS SHALL RECEIVE ORANGE PEEL DRYWALL TEXTURE EXCEPT BEHIND FRP, WPB OR PICTURE FRAME TRIM (HALLWAYS) WHERE IT SHALL BE SMOOTH (GENERAL NOTE) 2. DOOR FRAMES WITH DIFFERENT COLORS SHALL BREAK AT STOP OR HINGE. (GENERAL NOTE) 3. PL -2 TOPS IN CLASSROOMS, OFFICE, RECEPTION, STAFF &RESOURCE. VERTUCAL SURFACES PL -1. EXCEPT PL -3 VERTICAL SURFACES OFFICE & RECEPTION 4. ACCENT WALLS AT STAGE ARE P6. CORNICE IS P7 BETWEEN & INCLUDING 12 ROUND TRIM PS ABOVE TRIM TO CEILING. S. RECEPTION - ABOVE CHAIR P9 EXCEPT P10 AT WALL WITH (3) FRAMED POSTERS. CONTINUOUS FROM OFFICE WALL TO CASED OPENING. 6. NOT USED 7. WALLPAPER BORDER AT TOP OF WALL, BELOW CEILING- SMOOTH DRYWALL BEHIND S. WALLPAPER BORDER AT TOP OF CHAIRRAIL OR FRP TRIM- SMOOTH DRYWALL BEHIND 9. STAGE AREA IN EXP CLASSROOM DETAILED SHEET A-5.8. 10. PAINT INFANT CRIB PARTITIONS P8 WHERE OCCURS 11. VIEW WINDOW SHALL BE P2 12. LVT PLANKS SHALL BE LAID ALL IN ONE DIRECTION -PARALLEL TO LONG HALLWAYS. COVER WITH HEAVY PAPER. LEVEL OUT THE FLOOR SURFACE AS NEEDED USINGA PORTLAND CEMENT LEVELING COMPOUND. FILL IN LOW OR UNEVEN AREAS UNTIL THE SUBFLOOR IS SMOOTH AND LEVEL. 13. HUTCH AND HALL "BREAKERS"/TRANSOMS FINISHED P-13 0 r PR1MR0,SF FINISHES LEGEND I MARK DESCRIPTION MANUFACTURER/COLOR Q O FLOORING Fi 12"x12" VINYL TH.F MANNINGTON ESSENTIALS #131 OYSTER WHITE F2 6"X6" CERAMIC 'LILE DAI-TILE B929 BISCUIT SPECKLE x : LIGHT SMOKE - APPLY CLEAR SEALANT TO GROUT PER MANUFACTURER'S RECOMMMENDATIONS - ALTERNATE TILE (WITH APPROVAL) URBAN PUTTY B902 OR PUTTY SPECKLE B928 F3 18"X18^ SLATE TILE MANNINGTON SERENGETI SLATE, MIDNIGHT MIST S3T18- GROUT: CUSTOM BUILDING PRODUCTS #185 NEW TAUPE - APPLY CLEAR SEALANT TO GROUT PER MANLFACTLRER'S RECOMMMENDATIONS F4 24"x24" CARPET TILE MA.N1NINGTON RECOARSE 11, GANGWAY GREEN #4516 F5 SEALED CONCRETE SONNEBOPM KURE-N-SEAi-W, TWO COATS F6 12"x12" VINYL TILE MANNINGTON DESIGNER ESSEN-1 JALS #290 ATLAN IIS (BLUE) & #228 NEW GERANIUM (RED) F7 6"x36" VINYL PLANKS IBEVELED EDGE MANNINGTON PRIMROSE CONTRACT NOTES: Sean Finn will receive general inquires from flooring subcontractors 404 423 4785. Orders from sub contractors should be issued to Rhonda Voyles 706 629 7301 ext 6322. She is the Strategic Account customer service representative assigned to Primrose. The corrtract number is 40000503. You or your floor subcontractor may place the order with Rhonda. Product will be condensed in Calhoun, Ga and drop shipped to the job site on your requested schedule. BASES BI WOOD BASE P2- SEE l/A2.1 B2 4" VINYL ROPPE #P-184 ALMOND - EXCEPT AT TV CABINET IN EXP - (ROPPE P139) "DEEP NAVY" - SEE A-5.4 B3 CERAMIC COVE BASE DAL -TILE B903 BISCUIT SOLID 6"x 6" & PC-36C9TB OUTSIDE CORNER -GROtiT: CUSTOM BUILDING PRODUCTS #145 LIGHT SMOKE - APPLY CLEAR SEALANT TO GROUT PER MANUFACTURER'S RECOMMMENDATiONS 6 -3 LC �pl m CEILINGS Cl KNOCK OFF TEXTURE CEILING - PAINT FINISH FLAT C2 SMOOTH NON-ABSORBENT - PAINT FINISH SEMI -GLOSS C3 UNPAINTED - TAPE&MUD (b Q- E 6 PLASTIC LAMINATES PL1 FUSION MAPLE tIVILSON ART #7909-60 PL2 SABLE SOAPSTONE WILSON ART #4883-38 PL3 GLAMOUR CHERRY IFORMICA 6208 -LX O_ l 1 E INTERIOR PAINTS P1 SLA' 1375 -WAXEN Cl OR C2) P2 BM HC 112 - TATE OLIVE -OIL BASE SEMI -GLOSS TRIM P3 L O SW 1784 - GONDOLA BLUE - OIL BASE SEMI -GLOSS TRIM P4 SW 1735 - IRISH GREEN - OIL BASE SEMI -GLOSS TRIM P5 SW 1004-PUREWHiTF. (CI OR C2 P6 c SW 1539 - CATHEDRAL GLASS - OIL BASE SEMI -GLOSS TRIM P7 SW 1595 - RUBY GEM - OIL BASE SEMI-Gi,OSS TRIM PS SW 1402 - PEAR TINT - SEMI -GLOSS LATEX WALL P9 BM HC 35 - POW ELL BUFF - SEMI -GLOSS LATEX WALI. P10 BM HC 112 - TATE OLIVE - SEMI -GLOSS LATEX WALL Pll < POLYURETHANF. SEALER W/CLEAR SATIN FINISH P12 UNPAINTED - TAPE & MUD P-13 I MIN -WAX #225 RED MAHOGANY PROTOTYPE EXTERIOR PAINTS PRIMROSE "GREEN" IINDUSTRIAL ENAMEL #BM HC 112 TATE OLIVE TO MATCH HARDIE SANDSTONE BEIGE. JH30-20 (TRIM & DOORS) EXTERIOR ACRYLIC SATIN (SW -6157 Favorite Tan OR HC -82) TO MATCH HARDIE SAIL CLOTH JH2O-10 SIDING -STUCCO) EXTERIOR ACRYLIC SATN (SW -6119 Antique White or BM -2148-50 Sandy White) WALLPAPER BORDERS P - SEE SCHEDULE THIS SHEET FRP FRP-1 V WAINSCOT MARLITE #P140 IVORY -FROM BASE TO 48" AFF FRP-2 FULL HEIGHT IMARLITE 91`140 IVORY ROroct�`rt* s6HO&�, +r Q O A o° Ovt O UJ co 5 CL Q0 QCCornCO -0 V��0- ¢ E � N 0oF_^NT aQ��CD•�n OU_'m�° Q N -C -C l`1 O6LL61 Qs � m��mao � E 0 5 S 6 -3 LC �pl m ` v a- +� ;��J Q -0> -,51,n L (b Q- E 6 O O s S` O_ l 1 E v � V C C L O _ � W N O a In O U_ c g O L �' o i ^13 �1J 3 � < OL m<0I ROroct�`rt* s6HO&�, :e', a ' t �.z �Aaa 1 rax ; 0 035 p 5 ELECTRONIC SEAL 4 SIGNATURE Site: PRIMR05E 50HOOL at WEST CARMEL 3738-3746 W. )8th St. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: F IN15HE5 4 5GHEDULE5 Date: Orn: STAFF 8/lci/2013 Gkd: MDP Drawing Number: A2.2 Revi5lon5: bid & permit set +r Q O X UJ co 5 CL Q0 QCCornCO -0 V��0- ¢ E N 0oF_^NT aQ��CD•�n Q% UJ C'4 Iv a -C -C :2 U L U :e', a ' t �.z �Aaa 1 rax ; 0 035 p 5 ELECTRONIC SEAL 4 SIGNATURE Site: PRIMR05E 50HOOL at WEST CARMEL 3738-3746 W. )8th St. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: F IN15HE5 4 5GHEDULE5 Date: Orn: STAFF 8/lci/2013 Gkd: MDP Drawing Number: A2.2 Revi5lon5: bid & permit set HOLLOW METAL O 6'-4' AFF BA. HEAD ■ 1-3/4" SOLID GORE WOOD DOOR- TYP. UNLE55 NOTED VINYL FLOOING- OTHERWI5E SEE INTERIOR FIN15H SCHEDULE THRESHOLD 2" WIDE VINYL TRANSITION m STRIP TO MATCH VINYL BA5E- 3/4" DOOR UNDERCUT MAX. TYPICAL AT ALL VINYL TO VINYL FOR RATED DOORS WHEN N THRESHOLDS. SILL 15 INSTALLED. I TYP. INTERIOR DOOR HEAD ■ BOTTOM CHORD OF TRU55 6" Ix6 HARDI TRIM FRIEZE, PRE -FINISHED, TYP. AIR BARRIB� Oval VB�ITID �UINu t SOFFIT, TYP. EXT. WOOD SHEATHING, GAULK JOINT TYR 5TONE VBA ABOVE FRONT HOOD HEADER, SEE ENTRY DOOR5 STRUGT. DW -.6. FOR THRU KAL, FLASHING, LAP FRAMING TOP OF FLASHING WITH AIR BARRIER TTP. PROVIDE WEEP HOLES ® 24" O.G. 6'-q' AFF 5-1/2 x5 STEEL LINTEL ANGLE, B.O. LEADER PAINTED TO MATCH DOOR FRAME COLOR 6ALV. METAL DOOR BACKER ROD 4 5EAI ANT FRAME ® EOR BETYfIN DOOR FRAME AND DOOR Np, STEEL ANG1..E INSULATED EXTERIOR STONE VENEER, BEYOND METAL DOOR, TYP. VESTIBULE EXT. DOOR HEAD 1 1/2 6' AIR BARRIER OVER EXT. WOOD SFEATHI%, TYP. GAV1TY BEHIND STONE SHALL BE KB'T FREE OF MORTAR AND DEBRI5, TYP. WOOD JAMB, SEE /\\ 5TRUGT. DVS. FOR FRAM W7 / STONE VBA U5E PRE-MAN1F. CORNER PIECES AT ALL EXTERIOR GORNER5 BACAKER ROD 4 SEALANT 6ALV. METAL DOOR 1315WEN BRICK AND WNI"A FRAME ® EXT. 00(-R FRAME, TYP. TTP. INESULATED EX1ER METAL DOOR, rn TH RE5 OLD, BELC INTERIOR PARTITIONS WH OCCURS, SEE FLOOR PL) HOLLOW METAL FRAME 1-3/4" SOLID GORE WOOD DOOR- TYP. UNLE55 NOTED OTHERN15E AMB ANCHORS IA5E ANGHOR SIDE (TYP) ■ WOOD JAMB, 5EE 5TRUGT. DVS. R FRAMING 6ALV. METAL DO FRAME ® EXT. DC TYP. INSJLATED EXTEF METAL DOOR, TY If.l:•:. o r AIR BARRIER OVER EXT. WOOD 5HEAT141%, TYP. CAVITY BEHIND STONE 5HALL BE KEPT F;�!EE OF MORTAR AND 063RI5, TYP. JAMB, SEE —� TRUGT. DW --6. FOR SILL WITH— IU5 EX --E5, TYR TRIM WITH 3/8" JOINT, TYP. NTHZIOR PERIMETER ami E 0 o U t� , ■ QW(h U_ t p rn �, 10' i/�� • r :• i N QV�o600 EE11 N J F -O M v -�� 'o Cc (Doti^� (wk)w�"N �/ O ��Q 'n0��061 16 - CU U v GATE •• r r:;• r • - i L go 5.0� q)LEI38.95 '— k 40"- :i" o:,-ua= ULac i i m`O c om w i• Ir Ir/ M O L � i h i %ill �`/• - Ir ••r ;- �oQofS me (I O O =' S 6 v a � 0 U_W n\ N m O m 6 v LL L rnC'4 o 0 � V s N � Z •� OC In 1z L O K E I - �r• - JAMB, SEE —� TRUGT. DW --6. FOR SILL WITH— IU5 EX --E5, TYR TRIM WITH 3/8" JOINT, TYP. NTHZIOR PERIMETER TYP. EXT. VIII NDOV4 HEAD 4 \/EST. VIII NDON JAMB 11 ami E 0 o U t� , ■ QW(h U_ t p rn �, 0 g N QV�o600 EE11 N J F -O M v -�� 'o Cc (Doti^� (wk)w�"N �/ O ��Q 'n0��061 16 - CU U v GATE r • - i L go 5.0� q)LEI38.95 '— k 40"- :i" o:,-ua= ULac i i m`O c om w i• Ir Ir/ M O L � i h i - L Z -1 0 L Ir ••r ;- TYP. EXT. VIII NDOV4 HEAD 4 \/EST. VIII NDON JAMB 11 I� VESTIBULE EXT. DOOR J11=1M 14 TYP. EXT. DOOR JAMB ,_ 1 1/2 1-011AT VSA I NSGOTT 1 I/2 = I O ■ ■ FIXED SAFETY 6LA55 WITH DIVIDERS HARDWOOD TRIM WITH PAINTED FIN15H (TYP) 2" WIDE MAX. STOCK DOOR d WINDOW GA51N6 WITH PAINTED FIN15H (TYPJ I INT. FIXED V41 NOON 1 1/2 Ell GYPSUM BOARD WALL FRAMING VINYL COVE BASE " x 3/4" DONT. WOOD TRIM AT BOTTOM OF WALL. TYP. EXT. VIII NDOV4 JAMB 1 1/2"=I1 -oil I )OOR SWEEP POURABLE SEALANT OVER BOND BREAKER VINYL TILE OVER 1/2" EXP. JT. SEE FIN15H MATERIAL (TYP.) 5GHEDULE - ALUM. TH'RE5HOLD- SET IN FULL BED OF 5EFxLANT (TYP) GONGRETE 51DEWALK OR SLOPE GONGRETE STOOP ThRE514OLD I/8" FROM FACE OF FOUNDATION OFF-5ET TYP. THRESHOLD AT „_ I ,_ „ EXTERIOR DOORS - o I U ■ I TYP. ALUMINUM WINDOW, 5EE ELEVATIONS FOR SIZE AND LOCATION HARDWOOD SILL SECURED WITH GON5T. ADHESIVE, FIN15H TO MATCH CHAIR RAIL 3/8" SEALANT JOINT, TYP. ® INTERIOR PERIMETER AND TOP OF EXTERIOR SILL 2'-8" AFF a T.O. FRAMING d G PRECAST GONGRETE BULLN05E SILL, I' d SLOPE AWAY I d FROM WINDOW li WEEP HOLES ®32" O.G. i GONTINUOU5 THRU-WALL FLEXIBLE FLA5HIN6 (PLASTIC OR RUBBER COMPOUND), LAP 6� TOP SILL, GROUT 50LID AND RADIUS EDGES AT SILL TURN DOWN TO FORM A DRIP 4 CHAIR RAIL, TYP. EDGE. AIR BARRIER OVER STONE VENEER 5HEATHIN6, TYP. I TYP. EXT. VIII NDOV4 SILL 31I=1 Loll LINE OF GEILIN6 GORNIGE EXTEND WINDOW (TIM) FIR n VFi?FIY i GONTINI FIRE Bl -I/A2-3 FOR NOTES I 4EN51 ONS 16 FURR DO1NN/HANG I NCS DTL 3/4"= I' -O" LOl wA GH. RA HANOE ABLE ■ 5/4x PAINTED GAPlo 1/8" RADIUS ON IZA ALL EDGES iX z w �O PAINTED Ix3 TRIM j TO MATGH GHAIR .fl 2x4 STUD WALL m ? W SEE PLAN FOR WIDTHS LORI WALL GAP DETAIL -1/211=1 '-o" BOTTOM GHORD OF TR Job BA. TRU% GEILING BA. FADER 5/8" GYP. BOARD 356 HARDWOOD TRIM WITH 5TAIN FINISH, SEE 5GHEOULE. Ix HARDWOOD TRIM WITH STAIN MIDDLE VERT FINISH, SEE 56HEDULE. BAR TO MATCH FRAME GA5ED OPENING WITH HORIZ SECTION 2x6 STUDS, TYP. - SEE FLOOR PLAN FOR LOCATIONS. B.O. TRANSOM 1/2" PLYWD SPACER I.5" HARDWOOD MULL WITH 5TAIN FINISH, SEE 5GHEDULE. Ix HARDWOOD TRIM WITH STAIN HEAD DETAIL FINISH, SEE 5GHEDULE. 2x WALL FRAME FRAME GA5ED OPENING WITH 2x6 STUDS, TYP. - ,..,,... SEE FLOOR PLAN FOR LOGATIONS. GHAIR RAIL "B", CHAIR RAIL "A", SEE SHEET A2.1 SEE SHEET A2.1 356 HARDWOOD TRIM WITH 5/8" GYP. BOARD STAIN FINISH, SEE 5GHEDULE. Ix HARDWOOD TRIM WITH STAIN JAMB DETAIL FINISH, SEE SCHEDULE. 6 TYP. GASED OPEN I NCS 1 1/2"=1'-0" DOOR SWEEP CARPET OR QUARRY TILE SEE FIN15H 5GHEOULE ALUM. THRESHOLD- SET IN FULL BED L10=K OF SEALANT (TYP) SLOPE GONGRETE THRESHOLD I/8" FROM FACE OF FOUNDATION OFF-5ET II THRESHOLD ® FRONT DOORS 3.I =1 I_o ll CONTINUOUS I'-2" 4x4x28" =IRE BLOCKING BAl� OT GHORD OF TRUSS 2x4 BLK'G ILIN6 MEMBRANE 2x4GONT CEILING MEMBRANE LAP W/ 3-16d ON \/ERTIGAL NAILS - TYP. I/2" THREADED ROD @48"1 11 2x4® MAX WW /2"ASH/NUT EA END 24 o.c. GOORDINATE W/GAB MF6R LAP W/ 3-16d - - 2x4 GONT NAI 5 - TYP. ' + : + CEILING MEMBRANE N 2" GUBBIE BY GAB MFGR I FURR DOViN/HANG I NCS DTL 3/4II= 1'-011 ami E 0 o U t� , ■ QW(h U_ t p rn �, 0 g N QV�o600 EE11 N J F -O M v -�� 'o Cc (Doti^� (wk)w�"N �/ O ��Q 'n0��061 16 - CU U v GATE r • - i L go 5.0� q)LEI38.95 '— k 40"- :i" o:,-ua= ULac i i m`O c om w i• Ir Ir/ M O L � i h i - L Z -1 0 L �r /•I �oQofS me (I O O =' S 6 v a � 0 U_W n\ N m O m 6 v LL L rnC'4 o 0 � I� VESTIBULE EXT. DOOR J11=1M 14 TYP. EXT. DOOR JAMB ,_ 1 1/2 1-011AT VSA I NSGOTT 1 I/2 = I O ■ ■ FIXED SAFETY 6LA55 WITH DIVIDERS HARDWOOD TRIM WITH PAINTED FIN15H (TYP) 2" WIDE MAX. STOCK DOOR d WINDOW GA51N6 WITH PAINTED FIN15H (TYPJ I INT. FIXED V41 NOON 1 1/2 Ell GYPSUM BOARD WALL FRAMING VINYL COVE BASE " x 3/4" DONT. WOOD TRIM AT BOTTOM OF WALL. TYP. EXT. VIII NDOV4 JAMB 1 1/2"=I1 -oil I )OOR SWEEP POURABLE SEALANT OVER BOND BREAKER VINYL TILE OVER 1/2" EXP. JT. SEE FIN15H MATERIAL (TYP.) 5GHEDULE - ALUM. TH'RE5HOLD- SET IN FULL BED OF 5EFxLANT (TYP) GONGRETE 51DEWALK OR SLOPE GONGRETE STOOP ThRE514OLD I/8" FROM FACE OF FOUNDATION OFF-5ET TYP. THRESHOLD AT „_ I ,_ „ EXTERIOR DOORS - o I U ■ I TYP. ALUMINUM WINDOW, 5EE ELEVATIONS FOR SIZE AND LOCATION HARDWOOD SILL SECURED WITH GON5T. ADHESIVE, FIN15H TO MATCH CHAIR RAIL 3/8" SEALANT JOINT, TYP. ® INTERIOR PERIMETER AND TOP OF EXTERIOR SILL 2'-8" AFF a T.O. FRAMING d G PRECAST GONGRETE BULLN05E SILL, I' d SLOPE AWAY I d FROM WINDOW li WEEP HOLES ®32" O.G. i GONTINUOU5 THRU-WALL FLEXIBLE FLA5HIN6 (PLASTIC OR RUBBER COMPOUND), LAP 6� TOP SILL, GROUT 50LID AND RADIUS EDGES AT SILL TURN DOWN TO FORM A DRIP 4 CHAIR RAIL, TYP. EDGE. AIR BARRIER OVER STONE VENEER 5HEATHIN6, TYP. I TYP. EXT. VIII NDOV4 SILL 31I=1 Loll LINE OF GEILIN6 GORNIGE EXTEND WINDOW (TIM) FIR n VFi?FIY i GONTINI FIRE Bl -I/A2-3 FOR NOTES I 4EN51 ONS 16 FURR DO1NN/HANG I NCS DTL 3/4"= I' -O" LOl wA GH. RA HANOE ABLE ■ 5/4x PAINTED GAPlo 1/8" RADIUS ON IZA ALL EDGES iX z w �O PAINTED Ix3 TRIM j TO MATGH GHAIR .fl 2x4 STUD WALL m ? W SEE PLAN FOR WIDTHS LORI WALL GAP DETAIL -1/211=1 '-o" BOTTOM GHORD OF TR Job BA. TRU% GEILING BA. FADER 5/8" GYP. BOARD 356 HARDWOOD TRIM WITH 5TAIN FINISH, SEE 5GHEOULE. Ix HARDWOOD TRIM WITH STAIN MIDDLE VERT FINISH, SEE 56HEDULE. BAR TO MATCH FRAME GA5ED OPENING WITH HORIZ SECTION 2x6 STUDS, TYP. - SEE FLOOR PLAN FOR LOCATIONS. B.O. TRANSOM 1/2" PLYWD SPACER I.5" HARDWOOD MULL WITH 5TAIN FINISH, SEE 5GHEDULE. Ix HARDWOOD TRIM WITH STAIN HEAD DETAIL FINISH, SEE 5GHEDULE. 2x WALL FRAME FRAME GA5ED OPENING WITH 2x6 STUDS, TYP. - ,..,,... SEE FLOOR PLAN FOR LOGATIONS. GHAIR RAIL "B", CHAIR RAIL "A", SEE SHEET A2.1 SEE SHEET A2.1 356 HARDWOOD TRIM WITH 5/8" GYP. BOARD STAIN FINISH, SEE 5GHEDULE. Ix HARDWOOD TRIM WITH STAIN JAMB DETAIL FINISH, SEE SCHEDULE. 6 TYP. GASED OPEN I NCS 1 1/2"=1'-0" DOOR SWEEP CARPET OR QUARRY TILE SEE FIN15H 5GHEOULE ALUM. THRESHOLD- SET IN FULL BED L10=K OF SEALANT (TYP) SLOPE GONGRETE THRESHOLD I/8" FROM FACE OF FOUNDATION OFF-5ET II THRESHOLD ® FRONT DOORS 3.I =1 I_o ll CONTINUOUS I'-2" 4x4x28" =IRE BLOCKING BAl� OT GHORD OF TRUSS 2x4 BLK'G ILIN6 MEMBRANE 2x4GONT CEILING MEMBRANE LAP W/ 3-16d ON \/ERTIGAL NAILS - TYP. I/2" THREADED ROD @48"1 11 2x4® MAX WW /2"ASH/NUT EA END 24 o.c. GOORDINATE W/GAB MF6R LAP W/ 3-16d - - 2x4 GONT NAI 5 - TYP. ' + : + CEILING MEMBRANE N 2" GUBBIE BY GAB MFGR I FURR DOViN/HANG I NCS DTL 3/4II= 1'-011 4X4 PARTITION POST 12 deleted ami E 0 o U t� `� o. V ■ QW(h U_ t p rn �, 0 g N QV�o600 EE11 N J F -O M v -�� 'o Cc (Doti^� (wk)w�"N 0- O ��Q 'n0��061 16 - CU U v GATE m��m�no L go 5.0� q)LEI38.95 '— k 40"- :i" o:,-ua= ULac i i m`O c om M O L � i h i - L Z -1 0 L �oQofS 4X4 PARTITION POST 12 deleted 2-1/2" WIDE VINYL TRANSITION STRIP COLOR -BROWN TYPICAL AT ALL TILE TO VINYL THRESHOLDS. PROVIDE JOHN50NITE GTA -34-K OR EGIUAL. VINYL FLOORING- 5EE FIN15H 5GHEULED (TYP) 13/4' TILE FLOORIN TILE TO VIWL TRANSITION STRIP NOTE: TRAN51TION 5TRIP5: INTERIOR CHANGES IN LEVEL DUE TO TRAN51TION 5TRIP5 5HALL COMPLY WITH 5EGTION 45 OF THE LOCAL ACCE551BILITY CODE. 18 TYP. INTERIOR THRESHOLDS 4x4x28" BOT GHORD OF TRU55 2x4 BLK'6 2x4® GEILING MEMBRANE 7724'1 2x4GONT DRYWALL ON \/ERTIGAL I/2" THREADED ROD W/ 2"WA5HER AND NUT EA END c48"O.c. MAX FIN. FL. (VGT) 4x4 (2)2x4 GONT W/GOUNTER5UNK I'i PAINTED PARTITION WASHER it NUT POPLAR TRIM VV fvroT 1/8" RADIUS ON HANDLE TL. RM POPLAR TRIM w/ ALL EDGES CHANGE I/8" RADIUS ON PARTITION SIDE ONLY TABLE ALL ED6E5 POST LINE OF FLQATE YqALLL SATE OG Low STRIKE PLATE FULL HEIGHT FULL HEIGHT PINCH -PROOF HINGE PINGH-PROOF HINGE STRIKE PLATE E06E5 FILED SMOOTH EDGES FILED SMOOTH DETAIL AT GO Y E BASE/ SEE A-22 FOR SUPPLIER INFORMATION _ NT5 23 PARTITON ATE DTL NTs 24 BULKHEAD DTL 3/4"=1'-0" 20 I, -1,-0 21 TYP I GSL VIII NDOV�I CORN I GE 22 C��T� DETAIL L C� FINISH FLOOR Ps-FLo4 . ■ �. ami E 0 o U t� `� o. V ■ QW(h U_ t p rn �, Q cn QWd000 g N QV�o600 EE11 N J F -O M v -�� 'o Cc (Doti^� (wk)w�"N 0- O ��Q 'n0��061 16 - CU U v V m��m�no L go 5.0� q)LEI38.95 '— k 40"- :i" o:,-ua= ULac s m`O c om M O L � i h - L Z -1 0 L �oQofS me (I O O =' S 6 v a � 0 U_W n\ N m O m 6 v LL L rnC'4 o 0 � V s N � Z •� OC In 1z L O K E - a- m Q0a 2-1/2" WIDE VINYL TRANSITION STRIP COLOR -BROWN TYPICAL AT ALL TILE TO VINYL THRESHOLDS. PROVIDE JOHN50NITE GTA -34-K OR EGIUAL. VINYL FLOORING- 5EE FIN15H 5GHEULED (TYP) 13/4' TILE FLOORIN TILE TO VIWL TRANSITION STRIP NOTE: TRAN51TION 5TRIP5: INTERIOR CHANGES IN LEVEL DUE TO TRAN51TION 5TRIP5 5HALL COMPLY WITH 5EGTION 45 OF THE LOCAL ACCE551BILITY CODE. 18 TYP. INTERIOR THRESHOLDS 4x4x28" BOT GHORD OF TRU55 2x4 BLK'6 2x4® GEILING MEMBRANE 7724'1 2x4GONT DRYWALL ON \/ERTIGAL I/2" THREADED ROD W/ 2"WA5HER AND NUT EA END c48"O.c. MAX FIN. FL. (VGT) 4x4 (2)2x4 GONT W/GOUNTER5UNK I'i PAINTED PARTITION WASHER it NUT POPLAR TRIM VV fvroT 1/8" RADIUS ON HANDLE TL. RM POPLAR TRIM w/ ALL EDGES CHANGE I/8" RADIUS ON PARTITION SIDE ONLY TABLE ALL ED6E5 POST LINE OF FLQATE YqALLL SATE OG Low STRIKE PLATE FULL HEIGHT FULL HEIGHT PINCH -PROOF HINGE PINGH-PROOF HINGE STRIKE PLATE E06E5 FILED SMOOTH EDGES FILED SMOOTH DETAIL AT GO Y E BASE/ SEE A-22 FOR SUPPLIER INFORMATION _ NT5 23 PARTITON ATE DTL NTs 24 BULKHEAD DTL 3/4"=1'-0" 20 I, -1,-0 21 TYP I GSL VIII NDOV�I CORN I GE 22 C��T� DETAIL L C� FINISH FLOOR Ps-FLo4 . ■ �. ami E 0 o U t� .0 >Q 2 3: X O ■ QW(h U_ & permit set Q cn QWd000 Lo c N QV�o600 EE11 N J F -O M v Cc (Doti^� (wk)w�"N aQ�riW' O ��Q 16 - CU U v V \s;. k, Mn 0611 �\ ice'. ELEGTRONIG SEAL 4 SIGNATURE Site: MIMR05E 50HOOL at WEST CARMEL 5-08-3-146 W. a8th St. CARMEL, IN 46032 Building Type: IN -2013-5 Drawing Title: M I5GELLANEOU5 DETAILS Date: Drn: STAFF 8/Ici/2013 Gkd: MDP Drawing Number: A23 RevI510n5: bid & permit set :YWA 3/4"=1'-O" REFLEGTED G E I L I N 6 PLAN Building Type: IN -2013-5 Date: Drn: MDP 5/la/2015 Gkd:MDP J REFLEGTED GEILING PLANbid & permit set EXTERIOR COLOR 5GHEDULE TRA5H ENGL05URE 6ATE5 #BM HG 112 TATE OLIVE (POST F HINGES) (INDUSTRIAL ENAMEL, EXTERIOR APPLICATION) EXTERIOR M. TRIM, EXTERIOR TO MATCH HARDIE TRIM DOOR5, FRAME5, LOUVERS, SANDSTONE BEIGE JH30-20 CUPOLA WALL5, (BM HG -82 or 5h 5W 6157) AND SOFFITS. EXTERIOR HARDIE TRIM, 5AND5TONE 5EI6E JH30-20 FA5GIA, FRIEZE (BM HG -82 or 5W 5W 6151) EXTERIOR HARDIE 510ING SAND5TONE BEIGE JH30-20 (BM HG -82 or 5h 5W 6151) WINDOWS BEIGE OR ALMOND ALUMINUMNINYL BRICK: MANUF.: AGME BRICK COLOR: BURGUNDY #137 OR APPROVED EQUAL. GROUT: BUFF COLORED MORTAR WITH CONCAVE JOINTS A5PHALT 5HINGLE5: MANUF.: GAF STYLE: TIMBERLINE 5ERIE5, T-30 WITH "SHADOW ACCENT" COLOR: WEATHERED WOOD NOTE: ALL ROOF MOUNTED EQUIPMENT SHALL BE PAINTED TO MATCH ROOF COLOR VINYL 5HUTTER5 ARGHITEGTURALDEPOT.GOM - 14" JOINED 5HUTTER5 W/IN5TALL 5GREh5 WIDE STANDARD 51ZE RA15ED PANEL PREFIN15HED #282 COLONIAL GREEN 5TANDING SEAM ROOF: AEP -SPAN 5NAP5EAM - 12" COLOR = DARK BRONZE S5AND5TONE BEIGE JH30-20 TEEL AWNING SUPPORTS (BM HG -82 or 5W 5W 6157) WOOD BRACKETS: (INDUSTRIAL ENAMEL, EXTERIOR APPLICATION) STONE: VANDERBILT GLA551G - INDIANA LIME5TONE GLA551G5- NATURAL BUILDING STONE VENEER GROUT: BUFF COLORED MORTAR FVI NSTRUGT ION NOTES: 0 NYLSHUTTERS- SEE WINDOW 5GHEDULE FOR SIZES. 2 STONE: SEE EXTERIOR GOLOR ABOVE FOR MANUF. GUPOLA WITH WEATHER VANE, SEE 5PEGIFIGATION5 5EGTION OF DRAWINGS. PAINT CUPOLA WALLS AND LOUVERS PER EXTERIOR FINISH 5GHEDULE. DARK BRONZE 5TANDIN6 SEAM ROOF. (EPDXY ROOSTER) EXTRUDED ALUMINUM 5" WIDE GUTTERS WITH SPIKE FERRILE AT 36" O.G. 06EE PROFILE, GONNEGT 4"DIA. DOWNSPOUTS TO UNDERGROUND STORM SYSTEM. F5] BRIGK SOLDIER GOUR5E aEXTRUDED ALUMINUM 3" WIDE DOWNSPOUTS TO UNDERGROUND STORM SYSTEM. ElBRIGK VENEER 1-81 ROUNDED PREGA5T SILL - NATURAL WHITE GOLOR R STANDING SEAM ROOF 3b" DIAMETER WINDOW. PROVIDE FAINTA13LE UNIT AND F _3 PAINT PER SCHEDULE. 51ZE AND HEIGHT A5 SHOWN ON ELEVATIONS. I I ALUMINUM 51N6LE HUNG WINDOW5 WITH GLEAR 6LA55 (SEE ELEV. SHEET A2.1) 12 FIXED ALUMIMUM WINDOWS WITH TINTED 6LA55. (SEE ELEVATIONS SHEET A2.1) 13 KALL MOUNTED LIGHT FIXTURE, TYP. AT EAGH EXTERIOR DOOR. SEE LIGHT FIXTURE 5GHEDULE. FLUSH TOP TO BOT OF SOFFIT OR 80" MIN AFC. [14] STOP BULLN05E 51LL A5 REQUIRED TO ALLON 5PAGE FOR ELEGTRIGAL 5KITGH6EAR. 11_5 6" REFLEGTORIZED ADDRE55 NUMBERS - 6" BLAGK I6 H.M. IN5UL. EXTERIOR DOOR AND FRAME - 5EE DOOR 5GHEDULE 1-1-71 STONE AGGENT - SEE DETAIL 2/A-4 1 8 6" SMOOTH HORIZONTAL LAP HARDI-BOARD 510INC. I q PREFORMED F I BER6LA55 COLUMN BY 1-113$6 PROVIDE 12" ROUND, TAPERED, NON -FLUTED, SPLIT GOLUMN FIBER6LA55 SHAFT WITH GOLONIAL COLUMN BASE AND GAP TYPICAL. - Www.hbecolumn5.com RIC 42' DIAMETER 5ANOBLf'STED WOOD 516N -b' KEY5TONE Z3 :1 4- vcNOOV j 516N GOLOR5: ROOSTER, CIRCLES 4 TEXT = TATE OLIVE BAGKGROUND = BEIGE (TOTAL 516N AREA = c1.b 50. FT) IO WALL MOUNTED LOGO 516N �— I'-51/2" 5" I'-51/2" �c ' 31-4" 1 "� 3 518" ELEVATION SECTION PRE -CAST 5TONE WINDOW AND DOOR HEADER TYPICAL AT ALLGABLE END cowiTION5 O2 PRE—CAST STONE HEADER O WEST ELEVATION I/8=1'-0" PREMANUFACTURED CUPOLA SPEC I F I GATI ON SECTION 10341 - CUPOLA PART I - GENERAL 1. Provide cupola as specified herein and as needed for a complete and proper Installation. PART 2 - PRODUCTS I. Gupola shall be manufactured by "East Goa5t Weathervanes and Gupola5 Phone I -800-a86-2870, http://er,oa5tv4eathervane5.com/ 2. Gupola shall be stock model 'D', 48"x4Wxb9"H with extension base to accommodate a/12 roof pitch. 3. Roofing shall be 20 oz. rolled, standing 5eam, copper roof cladding. 4. Provide prefabricated cross, finial, and Rooster weathervane stock #348, www.weathervanesofmaine.com, I-bbb-408-5244 . 5. Provide unfinished wood surfaces to be prepped, primed and painted in the field. 6. Glean copper roof to weather naturally. PART 3 - EXEGUTION 1. Install as per manufacturer's directions. 22'-10" RIDGE TRUSS BR -6 O' -O" T.O. 5LAB A SFWLT 5HN6LE5 /— WD6E VBtf SW NriLF-OVER U EA5T ELEV^T I Ol t GATE 14 1/8=1'-O" A5PHALT 5141WA15 NORTH ELEVATION 1/8=1'-0" 514IN6LE-OVER RIDGE VENT O SOUTH ELEVATION i/8=1' -O" (30" DIAM) 18 — V HIGH VINYL FENCE 5GREEN FOR HVAG UNITS. 13 0`=7 19 0 (30" D 121 NW NN' 4 [EIL111 [FILL] 26-4" I� TYP 4 a. -III TRU55 BEARING T.O. 51 AB 21'-4" RIDGE 8'-I " TRV55 BEARING 0.-0.- T.O. '-O"T.O. 5LAB 2 - W-,. iih- 7RLSS ORWIV �j 1MR0 s�Hoo 5 O 0 L � U QL� o� 6S a o CL a�Q00M70 ^\ �L V L D Q >% LU LO U w�p C ^ (0 a a < y w�:"N a� L) � m°02)-� r L V my�o�mo c m ms� v �EL OL99 1230 OL_ -0>-8Ou1L OL N � LL Q X0 12 0 a E ,\ v 6 U rn c nn\\ N m a v i v � Qb `o� a L O 2r E < D_ m < 0 Q 1MR0 s�Hoo 5 X5� �. was A ELECTRONIC, 5EAL d 516NATURE Site: PRIMROSE SCHOOL at NEST CARMEL 3738-3-746 K a8th St. CARMEL, IN 46032 5WIlding Type: N-2013-5 Drawing Title: EXTERIOR ELEVATIONS Date: Drn: STAFF 8/lei/2013 Gkd: MDP Drawing Number: A-4 Revl5ion5: nrckl1T111nnry CAt O 0 L � U QL� O N 0)awMoU_C: CL a�Q00M70 Q >% LU LO U w�p C ^ (0 a a < y w�:"N a� L) r L V X5� �. was A ELECTRONIC, 5EAL d 516NATURE Site: PRIMROSE SCHOOL at NEST CARMEL 3738-3-746 K a8th St. CARMEL, IN 46032 5WIlding Type: N-2013-5 Drawing Title: EXTERIOR ELEVATIONS Date: Drn: STAFF 8/lei/2013 Gkd: MDP Drawing Number: A-4 Revl5ion5: nrckl1T111nnry CAt N PAINT IN51DE F'AGE COMBINATION PAINT INSIDE FACE L DOOR BELU OF DOOR P2 LOCK OF DOOR P2 5PEAKER I VE5T1 BULE ELEV.3/811=11-oll 2 VESTI RULE ELEV. 51all= I l-oll \ i DOOR GA51N6 ® OR GA51% AT RECEPTION GALLERY SIDE, / SIDE, STAIN (PII). PAINT ( . / Ix WOOD TRIM, OOR GA51N6 IIx HARDWARE STAIN (PII). TRIM, SEE FINISH SCHEDULE _ - CHIME DOOR CASING, STAIN PII L /r" JL %L/1/ FE IN GABINET- MOTION DETECTOR ®Q THERM05TAT5 - SENSOR GLOGK / 2-1 12 � 14 ( ) 3 VESTIBULE ELEV. 51a„=11-0 3-24"x24" FRAMED. P05TER5 5ENSC GUT AND FIN15H SLOT j IN TOP FOR PAYMENT BO I'-4" 6" x 12" BRA55 5. LAMINATE 5AGK5P LOUVERED VENT. a® INTERGOM 2x4 COUNTER 4 GU/DVD 5UPPOR FRAMIN 36"L X 20"D EXP05URE 5LIDING SHELF F UNDER COUNTER �____' CABINET WI HANDICAP AGGE55 ADJUSTABLE ivA P-10 KNEE 5PAGE 5HELVE5 CABINET FOR REFRIGERATOR BELOW SELF GLO5ING 4 LOGKI 1 O 2'- GROMMETS BRA55 WIRE 2'-0" (3) 2-1/2" MPUTER -� REGEPTION DR. BELOW LETTER FILE 5LOT PAYMENT N 'x4" 4- 4-6 SHELVES FOR GOMf'UTER OPEN ADJUSTABLE T-411 51-51/411 4 REGEPTION PLAIN 3/8511=11-oll VIEW WINDOW -__7 r- LOCATION OF SIGNS v to O 2-10" 2" N40t P-cl cEXIT L � x O \ \ N \ \ N o Q� /EE \ / _j am CQ0� \ / / / / P -10L ; o Q _j k -L -------- o6 N PAINT IN51DE F'AGE COMBINATION PAINT INSIDE FACE L DOOR BELU OF DOOR P2 LOCK OF DOOR P2 5PEAKER I VE5T1 BULE ELEV.3/811=11-oll 2 VESTI RULE ELEV. 51all= I l-oll \ i DOOR GA51N6 ® OR GA51% AT RECEPTION GALLERY SIDE, / SIDE, STAIN (PII). PAINT ( . / Ix WOOD TRIM, OOR GA51N6 IIx HARDWARE STAIN (PII). TRIM, SEE FINISH SCHEDULE _ - CHIME DOOR CASING, STAIN PII L /r" JL %L/1/ FE IN GABINET- MOTION DETECTOR ®Q THERM05TAT5 - SENSOR GLOGK / 2-1 12 � 14 ( ) 3 VESTIBULE ELEV. 51a„=11-0 3-24"x24" FRAMED. P05TER5 5ENSC GUT AND FIN15H SLOT j IN TOP FOR PAYMENT BO I'-4" 6" x 12" BRA55 5. LAMINATE 5AGK5P LOUVERED VENT. a® INTERGOM 2x4 COUNTER 4 GU/DVD 5UPPOR FRAMIN 36"L X 20"D EXP05URE 5LIDING SHELF F UNDER COUNTER �____' CABINET WI HANDICAP AGGE55 ADJUSTABLE ivA P-10 KNEE 5PAGE 5HELVE5 CABINET FOR REFRIGERATOR BELOW SELF GLO5ING 4 LOGKI 1 O 2'- GROMMETS BRA55 WIRE 2'-0" (3) 2-1/2" MPUTER -� REGEPTION DR. BELOW LETTER FILE 5LOT PAYMENT N 'x4" 4- 4-6 SHELVES FOR GOMf'UTER OPEN ADJUSTABLE T-411 51-51/411 4 REGEPTION PLAIN 3/8511=11-oll VIEW WINDOW -__7 r- LOCATION OF SIGNS MEDICINE NOTICE - GA5H PAYMENTS ',EIPT5 FOR TAXES - NO -SMOKING P I GTURE FRAME TRIM ALL VESTIBULE, REGEPTION, OFFICE AND HALLWAY AREA WALLS BELOW THE GHAIR RAIL SHOULD REGEIVE A PIGTURE FRAME EFFEGT PRIOR TO PAINTING THE TATE OLIVE COLOR. TH 15 15 AGGOMPL 15HED BY USING MU 163 5/8"x I3/8" BASE GAP MOULDING GUT AND MITERED TO RESEMBLE A P I GTURE FRAME AND ATTAGHED TO THE WALL SURFAGE PRIOR TO PAINTING. THE MOULDING CAN BE ORDERED FROM NNN.MOULD I NG5UNL I M I TED.GOM. ALL MOULDING SHALL BE HORIZONTALLY MOUNTED 3 INGHE5 BELOW THE CHAIR RAIL AND 3 INGHE5 ABOVE THE BASE FOR THE HORIZONTAL 5EGTION5. THE VERTICAL 5EGTION5 OF THE FRAME SHOULD NEVER BE GLO5ER THAN 3 I NGHES FROM THE ADJAGENT FRAME AND A MAXIMUM OF 4 FEET IN LENGTH PER FRAME. 1/2" PLYWOOD DIVIDER5 W/4 5LOT5 FOR REMOVABLE MA50NITE DIVIDERS, (TY REMOVABLE DIVIDER5 (TY I O "PAYMENT BOX" -GUT AA5 I" x 4" SLOT ON TOP OF 4{' 4-10 SHELF AND FIN15H WITH 5LO ®q" 6.. BRA55 PLATE BY SIGNAGE VENDOR. PAYMENT BOX W/ DOOR - AND KEY -TYPE LOCK 10E PENCIL DRAWE 2 11 a� PULL-OUT LETTER FIL 5TORA6E BELOW COUNTER N DRAYCR 8.5"Al" WITH KEY - TYPE LOCK 1 COMPUTER SHELF REGEPTION ELEV. 3i8 =i -o DOOR FRAME5 (PII) Ej FA HORN EXIT STROBE P -q I I �,/ \,__ ,T "--' FA PULL ® STATION CHAIR RAIL © SEGURITY KEYP El I PROVIDE CABINET BONZE KICK PLATES LAMINATE VENEER BRONZE KICK VENTILATION��WITH A MEDIGINE 5TORA 11 NO TOE KICK CORPORATE FIXE PAINT IN51DE FACE NO TOE KICK MIN. OF (q) I DIA. REFRIGERATOR WITH I q 3/4 UNDERCUT AT DOOR DIPLOMA MULLION OF DOOR (P2) GUT TO FIT COMPUTER CABINET BEYOND HOLE5 AT 51DE PANEL 5ELF-GL051N6 AND FOR VENTILATION. ASE (BI) GORRIDOR VIEW SELF LOGKIN6 GABINET. � ,-o -T REGEPTION EL=�. REGEPTION =L�.REGEPTI ON ELE\/.R=G=PTION GOUNT=Z 3�a,-I - VIEW WINDOW W/ PAINTED WOOD TRIM 2'-0" MEDICINE 5TORA6E REFRIGERATOR WITH 8 5ELF LOCK NG G.ABIt ET. A5. -f 3" TOP RAIL CORNER GABINET ADJ. 5HELVE5 FILLE>�" 11'-2' 14'-10" 1- s_— 3" FILLER., VIP. UPPER WALL GABINET5, FLUSH TO GEILIN6 W/ ADJ. MELAMINE 5HELVE5. lo IN5TALL UNDER CABINET FLOUR. \ \ \\\ _ ALL GA5INET5 AND DRAY`ER5 TO OPEN BE EQUIPPED W/ KEY -TYPE LOGK5 \ N (KEYED FOR THE OFFICE ONLY). 2' II" 21-10" 2-10" 2" L � x O W cn a Q \ of co 0) -0 - ()L c �� Q� /EE \ _j am CQ0� \ aQO�0 W "� N o Q L -------- o6 \ \ \\ \ _L__ ___A. C3_ / / / ® 1'-5" 5 A5. 21-l" MEDICINE NOTICE - GA5H PAYMENTS ',EIPT5 FOR TAXES - NO -SMOKING P I GTURE FRAME TRIM ALL VESTIBULE, REGEPTION, OFFICE AND HALLWAY AREA WALLS BELOW THE GHAIR RAIL SHOULD REGEIVE A PIGTURE FRAME EFFEGT PRIOR TO PAINTING THE TATE OLIVE COLOR. TH 15 15 AGGOMPL 15HED BY USING MU 163 5/8"x I3/8" BASE GAP MOULDING GUT AND MITERED TO RESEMBLE A P I GTURE FRAME AND ATTAGHED TO THE WALL SURFAGE PRIOR TO PAINTING. THE MOULDING CAN BE ORDERED FROM NNN.MOULD I NG5UNL I M I TED.GOM. ALL MOULDING SHALL BE HORIZONTALLY MOUNTED 3 INGHE5 BELOW THE CHAIR RAIL AND 3 INGHE5 ABOVE THE BASE FOR THE HORIZONTAL 5EGTION5. THE VERTICAL 5EGTION5 OF THE FRAME SHOULD NEVER BE GLO5ER THAN 3 I NGHES FROM THE ADJAGENT FRAME AND A MAXIMUM OF 4 FEET IN LENGTH PER FRAME. 1/2" PLYWOOD DIVIDER5 W/4 5LOT5 FOR REMOVABLE MA50NITE DIVIDERS, (TY REMOVABLE DIVIDER5 (TY I O "PAYMENT BOX" -GUT AA5 I" x 4" SLOT ON TOP OF 4{' 4-10 SHELF AND FIN15H WITH 5LO ®q" 6.. BRA55 PLATE BY SIGNAGE VENDOR. PAYMENT BOX W/ DOOR - AND KEY -TYPE LOCK 10E PENCIL DRAWE 2 11 a� PULL-OUT LETTER FIL 5TORA6E BELOW COUNTER N DRAYCR 8.5"Al" WITH KEY - TYPE LOCK 1 COMPUTER SHELF REGEPTION ELEV. 3i8 =i -o DOOR FRAME5 (PII) Ej FA HORN EXIT STROBE P -q I I �,/ \,__ ,T "--' FA PULL ® STATION CHAIR RAIL © SEGURITY KEYP El I PROVIDE CABINET BONZE KICK PLATES LAMINATE VENEER BRONZE KICK VENTILATION��WITH A MEDIGINE 5TORA 11 NO TOE KICK CORPORATE FIXE PAINT IN51DE FACE NO TOE KICK MIN. OF (q) I DIA. REFRIGERATOR WITH I q 3/4 UNDERCUT AT DOOR DIPLOMA MULLION OF DOOR (P2) GUT TO FIT COMPUTER CABINET BEYOND HOLE5 AT 51DE PANEL 5ELF-GL051N6 AND FOR VENTILATION. ASE (BI) GORRIDOR VIEW SELF LOGKIN6 GABINET. � ,-o -T REGEPTION EL=�. REGEPTION =L�.REGEPTI ON ELE\/.R=G=PTION GOUNT=Z 3�a,-I - VIEW WINDOW W/ PAINTED WOOD TRIM 2'-0" MEDICINE 5TORA6E REFRIGERATOR WITH 8 5ELF LOCK NG G.ABIt ET. A5. -f 3" TOP RAIL CORNER GABINET ADJ. 5HELVE5 FILLE>�" 11'-2' 14'-10" 1- s_— 3" FILLER., VIP. UPPER WALL GABINET5, FLUSH TO GEILIN6 W/ ADJ. MELAMINE 5HELVE5. lo IN5TALL UNDER CABINET FLOUR. \ \ \\\ _ ALL GA5INET5 AND DRAY`ER5 TO OPEN BE EQUIPPED W/ KEY -TYPE LOGK5 \ N (KEYED FOR THE OFFICE ONLY). 2' II" 21-10" 2-10" 2" L � x O W cn a Q N of co 0) -0 - ()L c �� Q� /EE _j am CQ0� �V) aQO�0 W "� N ELECTRONIC, SEAL 4 Q L -------- o6 // \\ V__ _L__ ___A. ® 1'-5" 5 A5. 21-l" P-10 OPEN fINEW CABINET FLOUR. 10 MEN LSUPPORT BRACKET �HARD HOOD APRON, AND 3" DIA. TABLE P05T- PROVIDE SUPPORT BRACKET � _ 2'-5" -�I� 1'-4" �' 7�-5" 11 ,�- 2 7 --- -- 3 -0 - 3 -0 4 6 I -6 - t ' 5EE 115 A23 SRETURNN 5ILL AND PROVIDE PLASTIC 3 AWAY FROM WALL TO CLEAR LAM. FINISH " " - '- " 3" APRON TO WALL, EASE ALL E06E5. O OFF I GE ELEV.5/al,=11-o I I OFF I GE ELEV. 13 OFF I GE ELEV. I2 01=1=IGE ELEV. 3�8��-I�_O�� 51 6ffq 3" FILLER NOTE: 5EGU �i5' 12" DEEP WALL CABINETS MOTION DETEGTO BOT. OF SHELF ® 54" A.F.F. REFRIGERATOR T E EQ. EQ. WITH ADJUSTABLE SHELVING PROVIDE BLOGKIN6 AT GA13INET OR WALL11 1 AND KEY LOCKS (TYP.) 54" FOR WOOD SHELF. WITH AN "L" BRACKET. N N 94 0 �v I GLA55ROOM AI 31811=11-o" YOUNG I NFANT5 - ((g TO 12 MONTHS) NOTE: VELCRO PLASTI �� GHAN6E TUB TO TOP (TYPICAL) NOTE: PROVIDE GAB. FILLER EACH 51DE A5 REQUIRED DIAPER PAIL D151NFEGTANT CABINET WITH KEY. P.T B i BOTTLE WARMER a ® I HOLDER- 5EE - 4/A-5.10 4 Q REFi m m i -- - - - i sr U U O 2 L � x O W cn a Q N of co 0) -0 - ()L c �� Q� /EE _j am CQ0� �V) aQO�0 W "� N ELECTRONIC, SEAL 4 Q L -a (Lf � � U V LSUPPORT BRACKET �HARD HOOD APRON, AND 3" DIA. TABLE P05T- PROVIDE SUPPORT BRACKET � _ 2'-5" -�I� 1'-4" �' 7�-5" 11 ,�- 2 7 --- -- 3 -0 - 3 -0 4 6 I -6 - t ' 5EE 115 A23 SRETURNN 5ILL AND PROVIDE PLASTIC 3 AWAY FROM WALL TO CLEAR LAM. FINISH " " - '- " 3" APRON TO WALL, EASE ALL E06E5. O OFF I GE ELEV.5/al,=11-o I I OFF I GE ELEV. 13 OFF I GE ELEV. I2 01=1=IGE ELEV. 3�8��-I�_O�� 51 6ffq 3" FILLER NOTE: 5EGU �i5' 12" DEEP WALL CABINETS MOTION DETEGTO BOT. OF SHELF ® 54" A.F.F. REFRIGERATOR T E EQ. EQ. WITH ADJUSTABLE SHELVING PROVIDE BLOGKIN6 AT GA13INET OR WALL11 1 AND KEY LOCKS (TYP.) 54" FOR WOOD SHELF. WITH AN "L" BRACKET. N N 94 0 �v I GLA55ROOM AI 31811=11-o" YOUNG I NFANT5 - ((g TO 12 MONTHS) NOTE: VELCRO PLASTI �� GHAN6E TUB TO TOP (TYPICAL) NOTE: PROVIDE GAB. FILLER EACH 51DE A5 REQUIRED DIAPER PAIL D151NFEGTANT CABINET WITH KEY. P.T B i BOTTLE WARMER a ® I HOLDER- 5EE - 4/A-5.10 4 Q REFi m m i -- - - - i sr U U O 2 L � x O W cn a Q N of co 0) -0 - ()L c �� Q� /EE _j am CQ0� �V) aQO�0 W "� N ELECTRONIC, SEAL 4 Q L -a (Lf � � U V 24" DE BASE CABINET P.T.D. 6'-4" 6'-4" PROVIDED BY OWNER, �Al) � INSTALLED BY 6.C,. 5.8 INYL TYP. AG CABINETS I6 VE BA51E CLASSROOM Al YOUNG I NFANT5 - (6 TO 12 MONTHS) 14 REGEPTION ELEV. Evall= I I-oll GLA55ROOM Al 3/811=11-011 Ynllt\lr IK1PANITC� - /G, Tn 1-) Mni\ITWr.) m L ° . �"s O L L C L�OL-d° n a m m u V CIL pi34� 30 O p) 0 6 L �L �- mm� Ooiu0is�s �E009 0 s�� iL - �•-� C - L LQ0L .� �Qo2oo 1 10 �>-8om� c U ox L IL O 6 O E 1` 6 V 1 o m v nm>i c d) L 6 O LL 0 s C a� C L11z L rn Q m dQjE /444� �z �el ��It!t R0 PA4 �Q O o sr U U O 2 L � x O W cn a Q N of co 0) -0 - ()L c �� Q� /EE _j am CQ0� �V) aQO�0 W "� N ELECTRONIC, SEAL 4 Q L -a (Lf � � U V PA4 r ELECTRONIC, SEAL 4 SIGNATURE Site: PRIMROSE SCHOOL at V4E-5T CARMEL 3738-3746 W. g8th St. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: INTERIOR ELEVATION5 Date: Orn: STAFF 8/la/2013 Gkd: MDP Drawing Number: A5.1 Revi5lon5: Bid & Permit Set SEE PLAN I X 3 PAINT FINISH. UNDERSIDE 3 X 3 WOOD OF GEILIN6 P05T5 PAINT - FINISH. FLAT 2 "X 3" INHERE /4' X 3' PAINT- P05T ABUTS WALL FINISH. 1/4" GLEAR PLEXIGLA55 \ SHEET W/ 1/2' X 3/4" 5TOP5 AT 4 SIDES 4 I/ 51LIGONE SEAL 5/40 WOOD BASE "— WITH PAINT FIN15H 5/4'x3' HORIZ. NOTE: ALL WOOD PARTITIONS & Y 1/2"x3/4' 5TOP5 APRON TO WALL, EA5E ALL ED6E5. STOPS TO BE PAINTED PLEXI6LA_% MATCH THE CLASSROOMM WALL FINISH. I GLA55ROOM Al 3/a = I -0 2 INFANT ROOM YOUNG INFANTS - (6 TO 12 MONTHS) PARTITION DETAIL GLA55ROOM A2 3/all=1'-oll YOUNG TODDLERS - (12 TO 18 MONTHS) EXIT RETURN GHAIR RAIL INTO WINDOW JAMB TYP. EASE ALL EDGE5 2'x 3' BULLETIN BOARD / / �\ HAIR RAIL, REFER TO \\ FIN15H 5GHEDULE FOR FINISH. 8 GLA55ROOM BI TODDLERS - Ob TO 24 MONTHS) WOOD SILL AND APRON, TYP. /A2.3 - RETURN SILL AND d TO WALL, EASE ALL EDGE5. L=j CV OPEN TO — Q TOILET N m / HARD WOOD SILL AND APRON, TYP. SEE 15/A2.3 - RETURN SILL AND APRON TO WALL, EASE ALL EDGE5. 12" DEEP WALL GABINET5— WITH ADJUSTABLE SHELVING 4'-0" qNQ KEY LOGK5 (TYPJ P.T.D. =-- - DED BY ONN )tj rALLED BY G.G. AS• 2'-6 TOP BOOK 015PLAY 5T A,� Q I LOGATION. 5EGURE_TQ _ I WALL WITH HOOK I , a ° I I 3 GLA55ROOM A2 3/a = I I-oll YOUNG TODDLERS - (12 TO 18 MONTHS) 64a151M. : 5EGURE EQ. EQ. Ea. NOTEREFRIGERATOR TO GABINET OR WALL WITH AN "L" BRAGKET. MR REG ED 0151NFEGTANT CABINET WITH KEY. BOTTI.E WARMER i P.T.D. HOLDER- SEE p 4/A -5."O REm7:I o L24" DEEP iJ BASE CABINET 61-411— HALL '-4"WALL HUNG LAVATORY VINYL GOVE BASE PrP 6 GLA55ROOM A2 3/a" " =1'-0' AT CABINETS YOUNG TODDLERS - (12 TO IS MONTHS) PROVIDE FRP FULL HEIGHT AT GOT STORAGE ALCOVES. EXTEND FRP TO END FACE OF WING -WALL 4 AND TERMINATE WITH TRANSITION STRIP (`YP) NO rJ G IL IN51DE GOT 5TORAGE. AREAS (TYPJ 61-41/211 GLC 01 6 EQUAL 5PAGE5 P.T.D. PROVIDED BYO SEN50i INSTALLED BY G.G. 2' x 3' BULLETIN ry WARD I I GLA55ROOM EPI 3/a =11-o EARLY PRESGHOOL - (24 TO 30 MONTHS) - EP2 51M. 6'-4" GHANGING TABLE NOTE: PROVIDE GAB. FILLER EAGH SIDE AS N REQUIRED DIAPER PAIL DISPOSAL SEE 2/A5.5 MOTION DETEGTOR PROVIDE FRP FULL HEIGHT AT GOT STORAGE ALGOVE5. EXTEND FRP TO EMD FAGS OF WING -WALL AND TERMINATE WITH TRAN51TION STRIP (TYPJ NO CHAIR RAIL IN51DE GOT 5TORA6E. AREAS (TYPJ __�\ BULLETIN BOARD 4- ( E \ / s Q 0 II x.10 O / TT el ' WM0) Q - .Uj 0 cooQco-co a D1 _ GUT TO FIT DRYING RAGK - PROVIDE Q BLK'G AND 5EGURE TO WALL !C Q 1 l 1 1z a RETURN GHAIR RAIL L015PEN5ER!5 ,45 PROVIDED BY 3 INTO GOT 5TOR. ALCOVE. TYP. 41-011 ''l/ SIDE WALLS OF GOT STORAGE ALCOVE 6'-4" GHANGING TABLE NOTE: PROVIDE GAB. FILLER EAGH SIDE AS N REQUIRED DIAPER PAIL DISPOSAL SEE 2/A5.5 MOTION DETEGTOR PROVIDE FRP FULL HEIGHT AT GOT STORAGE ALGOVE5. EXTEND FRP TO EMD FAGS OF WING -WALL AND TERMINATE WITH TRAN51TION STRIP (TYPJ NO CHAIR RAIL IN51DE GOT 5TORA6E. AREAS (TYPJ __�\ BULLETIN BOARD 4- ( E \ / s Q 0 II x.10 O / TT BOOK D15PLAY 5TANP LOCATION. 5EGURE T I WALL WITH HOOK 4 EYE I I ' WM0) Q - .Uj 0 cooQco-co a D1 _ GUT TO FIT DRYING RAGK - PROVIDE Q BLK'G AND 5EGURE TO WALL RETURN GHAIR RAIL—y 3" INTO GOT 5TOR. ALCOVE. TYP. 51DE WALLS OF GOT 5TORA67E ALGOVE 4 GLA55ROOM A2 3/a =1 1-O YOUNG TODDLERS - (12 TO 18 MONTHS) TO BLOGKINS (TYP) -07 GLA55ROOM f3I 3/a =11-O TODDLERS - (18 TO 24 MONTHS) PROVIDE FRP FULL HEIGHT AT GOT 5TORA6E ALGOVE5. EXTEND FRP TO END FAGE OF WING -WALL NOTE: BOT. OF SHELF ® 54" A.F.F. AND TERMINATE WITH PROVIDE BLOCKING A5 PROVIDE BLOGKIN6 AT TRAN51TION STRIP (TYPJ GE55ARY FOR GUBBIE5. 54" FOR WOOD SHELF. 2 / \ - �\ -�\� - "PUT-DOWN" P.T.D. OPEN TO �- �\\ GOUNTER TOILET d? P.T.D. PROVIDED BY OWNER, � N N INSTALLED BY G. . -L GHAIR RAI 2-6" TOP / / / T- / RETURN GHAIR RAIL VINYL GOVE BASE L AGTIVITY MIRROR 3" INTO GOT 5TOR. G{ /� GLA55ROOM 55ROOM L? I TYP. AT CABINETS 3 ALGOVE. TYP. ® G A J.� 51DE WALL5 OF GOT TODDLERS - (18 TO 24 MONTHS) A5. WALL HUNG LAVATORY 5TORA6E ALCOVE 3/8 11=11-o ll I,/.") GLA55fi�00M BOT. OF SHELF ® 54" A.F.F. PROVIDE BLOCKING AT 54" FOR WOOD SHELF. DIAPER GHANCANG TABLE -� .T.D. ' OPE TO TOI ET N / / /o . P. SEE 15/A2 3 -RETURN SILL AND WALL HUNG LAVATORY APRON TO WALL, EASE ALL EDGE5. 12 GLA55ROOM EPI EARLY PRE5GHOOL - (24 TO 30 MONTHS) - EP2 SIM. TODDLERS - (18 TO 24 MONTHS) GOT 5TORA6 PROVIDE FRP FULL HEIGHT AT 6 12" DEEP GABINET5 WITH (2) EXTEND FRP TO END FAn1P4r_r- Al DE OF ADJ. MELAMINE SHELVE5 A✓.8 WIN6-WALL AND TERMINATE WITH KEY LOGK (TYP). N-STR}P (TYPJ —GOAT HOOKS- SEE AGGE55ORY PLAN FOR 5PEGIFIGATION AND 5PAGING. I GLA55ROOM Eitel 5/5 11=1 I -oil EARLY PRE5GHOOL - (24 TO 30 MONTHS) - EP2 SIM. m L � 0" c �U s c 0 c 'L� 13 N 1 m Ua N - ^��,u,! !.L 3 6 m13 O 61 mq)mma 0 c arc V �Eo��'9 J Caia �i ca- 0 o c .12_1� >oaN U m�°Q°� c m- L O 6 O E E � 6 v LIL N o m L o� m ° u- _ d) a 0� O o O� (� L N o L -- O :an- 13 < Q. M 4 1M110 ScHoo 5 i2 4- ( E \ / s Q 0 II x.10 O / TT 5AFET i MIRROR ' WM0) Q - .Uj 0 cooQco-co a D1 _ GUT TO FIT DRYING RAGK - PROVIDE Q BLK'G AND 5EGURE TO WALL !C Q 1 l 1 1z a RETURN GHAIR RAIL L015PEN5ER!5 ,45 PROVIDED BY 3 INTO GOT 5TOR. ALCOVE. TYP. 41-011 ''l/ SIDE WALLS OF GOT STORAGE ALCOVE —GOAT HOOKS- SEE AGGE55ORY PLAN FOR 5PEGIFIGATION AND 5PAGING. I GLA55ROOM Eitel 5/5 11=1 I -oil EARLY PRE5GHOOL - (24 TO 30 MONTHS) - EP2 SIM. m L � 0" c �U s c 0 c 'L� 13 N 1 m Ua N - ^��,u,! !.L 3 6 m13 O 61 mq)mma 0 c arc V �Eo��'9 J Caia �i ca- 0 o c .12_1� >oaN U m�°Q°� c m- L O 6 O E E � 6 v LIL N o m L o� m ° u- _ d) a 0� O o O� (� L N o L -- O :an- 13 < Q. M 4 1M110 ScHoo 5 i2 4- ( E s Q 0 _o cu c QYO(OU--r- !G ' WM0) Q - .Uj 0 cooQco-co a D1 _ aV(D6o c Q Cn 0° o EE1 w H M V !C n'w�: N N ❑�U �-a L _ '0 L r Y�Qcu V v ELECTRONIC, SEAL d 516NATURE 51te : PRIMR05E 56HOOL at WEST CARMEL 3 -Ob -3146 W. a8th St. CARMEL, IN 46032 E3uilding Type: N-2013-5 Drawing Title: INTERIOR ELEVATIONS Date: Drn: STAFF 8/161/2013 Gkd: MDP Drawing Number. A5.2 Revigion5: Bid & Permit Set I GLA55ROOM EF I EARLY PRE5GHOOL - (24 TO 30 MONTHS) - EP2 51M. TYPICAL CORNICE AT EXTERIOR WINDOW5- FA HORN t STROBE SEE DETAIL 8/A53 EXIT D INFEGTAN ♦ &ABI WITH � i ` ♦♦ i i O ' W M m Q QUJI Q 00 Mco -0 Q' , � o E IBOOK 015PLAY 5TAND ® IWALLLOCATION. 5EGURE WITH HOOK 4 I BULLETIN , aWo�0O N ' BOARD � i � � U m , ♦ ♦ ♦ IF 4 GLA55ROOM EF -3 3/a"= I Loll L HARDV400051LRL ANDODED AIPRON, TYP. 5EE 15/A2.3 - RETURN 51 LL AND APRON TO WALL, EASE ALL E06E5. I3 PROVIDE BLOGKING - A5. AT 54" FOR WOOD 51HELF. 3141 3" TOP RAIL - cz N 2 GLA55ROOM EP -3 3/a"= Loll 12" DEEP GABINET5 WITH (2) 6 ADJ. MELAMINE 5HELVE5 5. 4'-0" GUBBIE5 m 0 MNT. FLAG 6' x 4' BULLETIN BD. I -PL N 61_ II T -DOWN" GoUNTER Q CHAT RAIL o <r O 4 -OPEN 5HELVE5 az m N N 8 (:D GLA55ROOM EP -3 3/a II = 1 I_o II 12' DEEP GABINET5 WITH (2) ADJ. MELAMINE 5HELVE5 KEY LOCK (TYP). MOTION DETEGTOU, _CLOCK ` --1, , 16' DEEP WALL GABINE 175 WIT ,'' Q 5AFETY MIRROR m Q (2) DJU5TABLE 5HEL S - GUT TO FIT INTERCOM > KE1 LOGK TYP. ❑ i = ry \ - 3/4" PLYWOOD DIVIDER IGLE R WITH PLA5TIG LAMINATE 24-21-4" 2' - WALL HUNG LAVATOR*-/ 2" DIA. GROMMET AT EACH STATION PROVIDE ONE H.G. ACCESSIBLE STATION GLA55ROOM G1 3/g11=1 TOP ADJUST 23"-28" PRE5GHOOL - (36 TO 48 MONTHS) I ISL. -✓VI ivvL �.iv � v i.i . �.... - � � •,..r z Lou O _LuLu� u_. qui OO MN I 5EE DETAIL WA5.1 015PEN PROVIDED Big OWNER, I TALLED BY G.G. A5.8 4'-0' 12' DEEP GABINET5 WITH (2) ADJ. MELAMINE 5HELVES— 6 3" TOP RAIL - TYP-\ MOTION DETEGTOId 1 BOOK 015PLAY 5TA LOCATION 5EGURE N WALL WITH HOOK zI Qo �! tuC�F N RETURN CHAIR RAIL 3" INTO GOT 5TOR. ROOM 516NA6E MOUNT 60" A.F.F. TO CENTER OF 516N. DR NG RACK - PROVIDE BLK'G AND 5EGURE TO WALL 0 (V PROVIDE BLOGKINc AT 54" FOR WOOD SHELF. 0 E& —A 12" DEEP GABINET5 WITH (2) ADJ. MELAMINE 5HELVE5 —KEY LOCK (TVP). WALL HUNG LAVATOR SAFETY MIRROR ALCOVE. TYP. GUT TO FIT 510E WALL5 OF GOT 41-0' 5TORA6E ALCOVE I BOOK 015PLAY 5TA LOCATION 5EGURE \ b I WALL WITH HOO t EYEI \ DI5PEN5ER5 PROVIDED BYa OWNER, IN5TALLED BY G.G. A5 3 GLA55ROOM EP -3 3/a I-0" PROVIDE FRP FULL HEIGHT AT GOT 5TORA67E ALGOVE5. EXTEND FRP TO FACE OFFA HORN t 5TR05E END AND TERMIyNATE Pq ALL TRANSITION STRIP (TYP) cEEED Li i ' 2'x3' BULLETIN BD. HARD OD 51LL AND APRON, TYP. 5EE 154 2.3 - RETURN SILL AND APRON FO WALL, EA5E ALL ED6E5. 6 GLA55ROOM G1 3/8"=1 '-O" 3"TURN INNTO GHOTI 5TOR1. PRE5GHOOL - (36 TO 48 MONTHS) 51ALCOVE. TVP. 0E WALLS OF GOT SmRAr-iF Al rOVF AS ��PROVIDE BLOCKING \ 13 KEY LOCK (TYP . 3 0 AT 54 FOR WOOD SHELF. A5.8 3--'r 3" TOP RAIL - TYP ' m ' m .' 5AFETY MIRROR GUT TO FIT i \ \ \ \ m \ o , \ ♦ \ , , , , � , O � ` ♦♦ i i O ' W M m Q QUJI Q 00 Mco -0 Q' , � o E IBOOK 015PLAY 5TAND ® IWALLLOCATION. 5EGURE WITH HOOK 4 I /-r , aWo�0O N � T co 12" DEEP GABINET5 WITH (2) ADJ. MELAMINE 5HELVE5 —KEY LOCK (TVP). WALL HUNG LAVATOR SAFETY MIRROR ALCOVE. TYP. GUT TO FIT 510E WALL5 OF GOT 41-0' 5TORA6E ALCOVE I BOOK 015PLAY 5TA LOCATION 5EGURE \ b I WALL WITH HOO t EYEI \ DI5PEN5ER5 PROVIDED BYa OWNER, IN5TALLED BY G.G. A5 3 GLA55ROOM EP -3 3/a I-0" PROVIDE FRP FULL HEIGHT AT GOT 5TORA67E ALGOVE5. EXTEND FRP TO FACE OFFA HORN t 5TR05E END AND TERMIyNATE Pq ALL TRANSITION STRIP (TYP) cEEED Li i ' 2'x3' BULLETIN BD. HARD OD 51LL AND APRON, TYP. 5EE 154 2.3 - RETURN SILL AND APRON FO WALL, EA5E ALL ED6E5. 6 GLA55ROOM G1 3/8"=1 '-O" 3"TURN INNTO GHOTI 5TOR1. PRE5GHOOL - (36 TO 48 MONTHS) 51ALCOVE. TVP. 0E WALLS OF GOT SmRAr-iF Al rOVF AS ��PROVIDE BLOCKING \ 13 KEY LOCK (TYP . 3 0 AT 54 FOR WOOD SHELF. A5.8 3--'r 3" TOP RAIL - TYP ' m ' m .' 5AFETY MIRROR GUT TO FIT i \ \ \ \ m \ o , \ ♦ \ , , , , � , O � ` ♦♦ i i O ' W M m Q QUJI Q 00 Mco -0 Q' QV�6o.c � o E IBOOK 015PLAY 5TAND ® IWALLLOCATION. 5EGURE WITH HOOK 4 I /-r t 10 ONE H.G. AGGE551BLE Q ADJUSTABLE TOP - 23" - 28" ol dZi ® ry ® I cv N WALL HUNG LA TOR a DI5PENSER5 PROVIDED BY CLEAR 11 � 3/4" PLYWOOD DIVIDER A5.8 OWNER, IN5TALLED BY G.G. 2'-6' '► ---t, b 1/ 1 2'-4" WITH PLA5TIG LAMINATE O GLA55ROOM G2 4'-0" 3/a 11=1'_o II 6 I/2 TYPICAL CORNICE PROVIDE BLOGKIN FA HORN 4 5TROBE AT EXTERIOR WINDOWS- AT 66" FOR WOOD SHELF. 5EE DETAIL WA5.1 EXIT CLEAR 8 GLA55ROOM G) 3/811=1-o" PRE5GHOOL - (3(b TO 48 MONTHS) RETURN CHAIR RAIL HARD WOOD SILL AND APRON, TYP. 3" INTO GOT STOR. 12 GLA55ROOM G2 3/all_ 1 Loll 5EE 15/A23 - RETURN APRON TO WALL, EASE TLL AND ALL EDGE5. PRE5GHOOL - (36 TO 48 MONTH5) MOTION DETECTOR FLAG MNT. RETURN CHAIR RAIL INTO WINDOW JAMB TYP. EASE ALL EDGE5 Q 6'x 4' WHITE BOARD I)GLA55ROOM G2 PRE5GHOOL - (36 TO 48 MONTHS) HARD WOOD 51 LL AND APRON, TYP. I 5EE 15/A2.3 - RETURN 51LL AND APRON TO WALL, EASE ALL E06E5. NOTE: EXTEND CHAIR RAIL " INTO COT 5TOR 3 GLA55ROOM G2 3/a 11= 11 -oil 3ALCOVE. NP PROVIDE FULL FRP 5HEET (8'Hx4'W) ON THI5 WALL OF GOT 5TORAGE PRE5GHOOL - (3(b TO 48 MONTHS) 51DEWALL5 ALCOVE (TVP) TERMINATE WITH FRP TRAN51TION 5TRIP5 (TYP) CL 2'x 3' RETURN CHAIR RAIL 13ULLETIN INTO WINDOW JAMB TYP. BD. EA5E ALL ED6E5 \ ` ♦♦ i i \ \ W M m Q QUJI Q 00 Mco -0 .� QV�6o.c � o E IBOOK 015PLAY 5TAND ® IWALLLOCATION. 5EGURE WITH HOOK 4 I t aWo�0O N � T co � � U RETURN CHAIR RAIL HARD WOOD SILL AND APRON, TYP. 3" INTO GOT STOR. 12 GLA55ROOM G2 3/all_ 1 Loll 5EE 15/A23 - RETURN APRON TO WALL, EASE TLL AND ALL EDGE5. PRE5GHOOL - (36 TO 48 MONTH5) MOTION DETECTOR FLAG MNT. RETURN CHAIR RAIL INTO WINDOW JAMB TYP. EASE ALL EDGE5 Q 6'x 4' WHITE BOARD I)GLA55ROOM G2 PRE5GHOOL - (36 TO 48 MONTHS) HARD WOOD 51 LL AND APRON, TYP. I 5EE 15/A2.3 - RETURN 51LL AND APRON TO WALL, EASE ALL E06E5. NOTE: EXTEND CHAIR RAIL " INTO COT 5TOR 3 GLA55ROOM G2 3/a 11= 11 -oil 3ALCOVE. NP PROVIDE FULL FRP 5HEET (8'Hx4'W) ON THI5 WALL OF GOT 5TORAGE PRE5GHOOL - (3(b TO 48 MONTHS) 51DEWALL5 ALCOVE (TVP) TERMINATE WITH FRP TRAN51TION 5TRIP5 (TYP) CL O `> O Nm QYpo1.L t W M m Q QUJI Q 00 Mco -0 .� QV�6o.c � o E t aWo�0O N 04Q T co � � U �5 ELECTRONIC, SEAL 4 51 &NATURE Site: PRIMROSE 50HOOL at WE5T CARMEL 3-138-3'146 W. 48th St. CARMEL, IN 46032 Bullding Type: N-2013-5 Drawing Title: INTERIOR ELEVATION5 Date: Drn: STAFF b/Iq/2013 Gkd: MDP Drawing Number: A5.3 Revisions: Bid & Permit Set 6� A5.8 12" DEEP GABINETS WI 3'-O" (2) ADJUSTABLE 51M. MELAMINE SHELVES MAGNETIG LOCK OR KEY LOCK (TYP) m P.T.D. PROVIDED BY OWNER, INSTALLED BY 6.G. 2-10 1/2" TOP GUT TO FIT SAFETY MIRROR PROVIDE SAFETY MIRK FULL WIDTH OF CABINET _-IT FROM TOP OF BAGKSPL - TO BOTT. OF GABINE r k 6'-0" FLAT PANEL TV ON SEGURE MOUNTING (OWNER FURN. GONTRAGTO INSTALLED) MOP RAG 6� 13 o i > HEIGHT THIS _0 x m A5.8 WALL " I6 DEEP GABINET WITH (2) 2'fi" 2'-6" i ADJU5TABLE MELAMINE J SHELVES (TYP) BEYONDii HEA R ji BEND Y�Q "a U V ol L------- ~1 ----- ` -1--- -- 1--- -- 4 i i� Ii FRP MOP LAB PROVIDED BY OWNER, INSTALLED BY 6.G. 2-10 1/2" TOP GUT TO FIT SAFETY MIRROR PROVIDE SAFETY MIRK FULL WIDTH OF CABINET _-IT FROM TOP OF BAGKSPL - TO BOTT. OF GABINE r k 6'-0" FLAT PANEL TV ON SEGURE MOUNTING (OWNER FURN. GONTRAGTO INSTALLED) MOTION DETEGTOR 2" TOP RAIL (TYP) SIOc'K3c FLA 6'x 4' BULLETIN BDW. 2'x 3' BULLETI /�' " BD , ` ' INTERCOM \ \ \ \ Q I SULA T WATER DRAIN PIPES TO PROTECT AGAINST GONTAGT. THERE SHALL BE GG NO SHARP OR ABRASIVE I GLfi�SSROOMXP 3/8"= I' -O" SURFAGES. EXPLORERS - (60 MONTHS +) GEILING MOUNTED GORNIGE- PAINT Pl, 5EE DETAIL I/A3.1 WOOD TRIM BELOW GORNIGE- PAINT GOLOR 15 GATHEDRAL 6LA55 'GENTER 5T 516N IV 6' x 4' WHITE BOARD PROVIDE BLOGKI AT 6��FOR WOOD SHELF. \1 II AGGENT WALL, 5. PAINT 5W -153q ATHEDRAL 6LF IF] T -IM ® i WALL WITH HOOK 4 EY i �� 1 `\ \ MEDIA GENTE HARD WOOD SILL AND APRON, TYP. SEE DTLS. 15 8 20/A5,8 VINYL GOVE BA VINYL GOVE BA SEE 15/A2.3 -RETURN SILL AND APRON TO WALL, EASE ALL EDC -E5. (KOPPE Pl3q) "DEEP NAVY" (KOPPE PI84) "ALMOND" 3 GLASSROOM EXP 3/a =1 '-oil EXPLORERS - (60 MONTHS +) PROVIDE FULL HEIGHT FRP AT ALL WALLS OF 16" D x 24" L ADJUSTABLE MOP SINK ALGOVE--\ WOOD SHELF W/1'-6" L (2) STAG STANDARDS SPAGED EQUALLY FA HORN 1$ 5 MOP RAG 6� 13 o i > HEIGHT THIS _0 x m A5.8 WALL " I6 DEEP GABINET WITH (2) 2'fi" 2'-6" i ADJU5TABLE MELAMINE J SHELVES (TYP) BEYONDii HEA R ji BEND MOTION DETEGTOR 2" TOP RAIL (TYP) SIOc'K3c FLA 6'x 4' BULLETIN BDW. 2'x 3' BULLETI /�' " BD , ` ' INTERCOM \ \ \ \ Q I SULA T WATER DRAIN PIPES TO PROTECT AGAINST GONTAGT. THERE SHALL BE GG NO SHARP OR ABRASIVE I GLfi�SSROOMXP 3/8"= I' -O" SURFAGES. EXPLORERS - (60 MONTHS +) GEILING MOUNTED GORNIGE- PAINT Pl, 5EE DETAIL I/A3.1 WOOD TRIM BELOW GORNIGE- PAINT GOLOR 15 GATHEDRAL 6LA55 'GENTER 5T 516N IV 6' x 4' WHITE BOARD PROVIDE BLOGKI AT 6��FOR WOOD SHELF. \1 II AGGENT WALL, 5. PAINT 5W -153q ATHEDRAL 6LF IF] T -IM ® i WALL WITH HOOK 4 EY i �� 1 `\ \ MEDIA GENTE HARD WOOD SILL AND APRON, TYP. SEE DTLS. 15 8 20/A5,8 VINYL GOVE BA VINYL GOVE BA SEE 15/A2.3 -RETURN SILL AND APRON TO WALL, EASE ALL EDC -E5. (KOPPE Pl3q) "DEEP NAVY" (KOPPE PI84) "ALMOND" 3 GLASSROOM EXP 3/a =1 '-oil EXPLORERS - (60 MONTHS +) PROVIDE FULL HEIGHT FRP AT ALL WALLS OF 16" D x 24" L ADJUSTABLE MOP SINK ALGOVE--\ WOOD SHELF W/1'-6" L (2) STAG STANDARDS SPAGED EQUALLY FA HORN 1$ 5 o RETURN CHAIR RAIL INTO WINDOW JAMB TYP. EASE ALL EDGES / - - - - - - - BOOK DISPLAY 5TAb I BOO) DISP AY 5 D \ LOCATION SEGURE T T `\ N 7 PROVIDE ONL H. . AGGE551BLE STATION 2'-6" 2' - TOP ADJUST 23"-2 GLR 8'-2" MOP RAG 6� 13 o i > HEIGHT THIS _0 x m A5.8 WALL " I6 DEEP GABINET WITH (2) 2'fi" 2'-6" 2'-i" ADJU5TABLE MELAMINE J SHELVES (TYP) BEYONDii HEA R ji BEND Y�Q "a U V L------- ~1 ----- ` -1--- -- 1--- -- 4 i i� Ii FRP MOP LAB 51NK KEY LOGK (TYP . b o RETURN CHAIR RAIL INTO WINDOW JAMB TYP. EASE ALL EDGES / - - - - - - - BOOK DISPLAY 5TAb I BOO) DISP AY 5 D \ LOCATION SEGURE T T `\ N 7 PROVIDE ONL H. . AGGE551BLE STATION 2'-6" 2' - TOP ADJUST 23"-2 GLR 8'-2" NASH ROOM r---- r-------� 1 II 1 1:___ ____ r ---------s Ir--- ---n1 Ir--- ----�I I I DRYER ii ii I DRYER I II I L-------J------J I I 1 I I 1 1 I m WASHER' j WASHER j j WATER I I 1 ! HEATER ! MOP RAG -7 0nn o i > HEIGHT THIS _0 x m r--------7 r -------h - I WATERT WALL � QUU�o_c wo �E` FRP TO 48" A.F.F. r, I i I u l I HEATER WA l i 11 J NT� BEYONDii HEA R ji BEND Y�Q "a U V L------- ~1 j I Q i i� Ii FRP MOP 51NK NASH ROOM r---- r-------� 1 II 1 1:___ ____ r ---------s Ir--- ---n1 Ir--- ----�I I I DRYER ii ii I DRYER I II I L-------J------J I I 1 I I 1 1 I m WASHER' j WASHER j j WATER I I 1 ! HEATER ! PROVIDE BLOGKIN6 AT 54�" FOR WOOD SHELF. m 2'X 3' BULLETIN EJARE PROVIDE FULL HE16HT FRP AT ALL WALLS OF MOP SINK ALGOVE MOP RAGK El EGTRIGAL PANELS_Y SEE ELEGTRIGAL SHEETS C� NASH ROOM 3/8" =1'-0NASH ROOM 16" DEEP WALL GABINET FILLER AS REQUIRED-\5 EQUIRE 5WITH (2) ADJUSTABLE A. 4 -O SHELVES " TOP RAIL - TYP 4 - \ - to RETURN CHAIR RAIL INTO WINDOW JAMB TYP. Q KEY LOGK EASE ALL E06E5 N TYP. o- - - - - - - IBOOK D15PLAY STAND _ ® HALLTNITH HOOK IEYE 3/4" PLYWOOD DIVIDER VINYL COVE BASE 3'-0" 1 2-4" WITH PLASTIG LAMINATE (ROPPE PI84) "ALMOND" I O GLASSROOM D 1 318, =I -o" KINDERGARTEN - (48 TO 60 MONTHS) TYPIGAL GORNIGE AT EXTERIOR WINDOWS- - SEE DETAIL 8/A5.1 FLAG MNT. Q in I 6' x 4' WHITEBOARD. HARD WOOD SILL AND APRON, TYP. SEE 15/A23 - RETURN SILL AND APRON TO WALL, EASE ALL EDGES. FA HORN t 5 O N PROVIDE FRP TO 48 AFF (TYP UNLE55 - NOTED OTHERWISE) MOP / o SINK `r ' i M / / 4" VINYL BASE, TYPJ NASH 5 ROOM 80) PROVIDED BY OWNER, 2 GLASSROOM EXF Eva �� = I -o INSTALLED BY 6.G. EXPLORERS - (60 MONTHS +) 165" DEEP GABINET WITH (2) ADJUSTABLE MELAMINE SHELVES (TYP) 16" DEEP WALL GABINET WITH (2) ADJUSTABLE SHELVES P8 13 GEILING MOUNTED GORNIGE — 1-011 PAINT P7 4'-V" 2'_6� -�` SEE DETAIL I/A3.1 WOOD TRIM BELO GORNIGE-DOLOR I = GATHEDRAL GLA Z,'r--- --- --- - "GENTER 5T N Ell \ / 516N -= ---- ---_ --- 24"D x 30"W STORAGE GABINET WITH 4 ADJUST 0 SHELVES KEY LOGK,Q ;- o TYP N AGGENT YK -- -- PAINT RA GLASS° b IM j FRP FULL -7 0nn o i > HEIGHT THIS _0 x m WALL � QUU�o_c wo �E` FRP TO 48" A.F.F. r, I i i J NT� PROVIDE BLOGKIN6 AT 54�" FOR WOOD SHELF. m 2'X 3' BULLETIN EJARE PROVIDE FULL HE16HT FRP AT ALL WALLS OF MOP SINK ALGOVE MOP RAGK El EGTRIGAL PANELS_Y SEE ELEGTRIGAL SHEETS C� NASH ROOM 3/8" =1'-0NASH ROOM 16" DEEP WALL GABINET FILLER AS REQUIRED-\5 EQUIRE 5WITH (2) ADJUSTABLE A. 4 -O SHELVES " TOP RAIL - TYP 4 - \ - to RETURN CHAIR RAIL INTO WINDOW JAMB TYP. Q KEY LOGK EASE ALL E06E5 N TYP. o- - - - - - - IBOOK D15PLAY STAND _ ® HALLTNITH HOOK IEYE 3/4" PLYWOOD DIVIDER VINYL COVE BASE 3'-0" 1 2-4" WITH PLASTIG LAMINATE (ROPPE PI84) "ALMOND" I O GLASSROOM D 1 318, =I -o" KINDERGARTEN - (48 TO 60 MONTHS) TYPIGAL GORNIGE AT EXTERIOR WINDOWS- - SEE DETAIL 8/A5.1 FLAG MNT. Q in I 6' x 4' WHITEBOARD. HARD WOOD SILL AND APRON, TYP. SEE 15/A23 - RETURN SILL AND APRON TO WALL, EASE ALL EDGES. FA HORN t 5 O N PROVIDE FRP TO 48 AFF (TYP UNLE55 - NOTED OTHERWISE) MOP / o SINK `r ' i M / / 4" VINYL BASE, TYPJ NASH 5 ROOM 80) PROVIDED BY OWNER, 2 GLASSROOM EXF Eva �� = I -o INSTALLED BY 6.G. EXPLORERS - (60 MONTHS +) 165" DEEP GABINET WITH (2) ADJUSTABLE MELAMINE SHELVES (TYP) 16" DEEP WALL GABINET WITH (2) ADJUSTABLE SHELVES P8 13 GEILING MOUNTED GORNIGE — 1-011 PAINT P7 4'-V" 2'_6� -�` SEE DETAIL I/A3.1 WOOD TRIM BELO GORNIGE-DOLOR I = GATHEDRAL GLA Z,'r--- --- --- - "GENTER 5T N Ell \ / 516N -= ---- ---_ --- 24"D x 30"W STORAGE GABINET WITH 4 ADJUST 0 SHELVES KEY LOGK,Q ;- o TYP N AGGENT YK -- -- PAINT RA GLASS° b IM j 2'-4° WITH" PLASPLY�ITOI� LA 1V ER TE MEDIA GENTER VINYL DOVE B VINYL GOVE BA SEE DTLS. 15 20/A5.8 PROVIDE BLOGKIN AT 66��FOR WOOD SHELF lklI �zz LLi MOTION DETEGTOR FA HORN $ 5TR( ® EXIT GHAIR RAIL, REFER TO J I FIN15H SGHEDULE FOR FINISH. TYPIGAL GORNIGE AT EXTERIOR WINDOWS - SEE DETAIL 8/A5.1 2'x3' BULLETIN BD. (KOPPE PO4) "ALMOND"4 GLASSROOM EXP 31a = I -o EXPLORERS - (60 MONTHS +) GOT STORAG PROVIDE FRP FULL HEIGHT END OF WING WALL AT GOT STORAGE ALGOVES. AT GOT STORAGE EXTEND FRP TO END FACE OF WING -WALL AND - TERMINATE WITH TRANSITION 5EN50 m CLOCK STRIP (TYP) x 4' BULLETIN BD. 2'x3' BULLETIN BD. �\ RETURN GHAIR RAIL `\ 3" INTO GOT STOR. `\\ ALGOVE. TYP. SIDE WALLS OF GOT STORAGE ALCOVE GLASSROOM I? I "= I KINDERGARTEN - (48 TO 60 MONTHS) 16" DEEP WALL GABINET WITH (2) ADJUSTABLE SHELVES 3 TOP RAIL - TYP FILLER AS REQUIRED -4" 3'-4111 7;K7 Q KEY LOGK TYP. tV b7 11 21-4m 31-011 CHAIR RAIL, REFER TO WITH � CA III r) i -FINISH SGHEDULE FOR APRON TO WAUAPI�p 11 FINISH. (DKINDERCARTEN - (48 TO (90 MONTHS) ONE H.G. AGGE5515LE ADJUSTABLE TOP - 23" - 28" m :5 L o 6 %j O mML T mNtC�c C -S) �-6P 'ZC�'Lo V O �� m. a " a �oamorn Q �oio�i5 U�o4,� -' E 0 5 m -r 6 �"t L c .� Mo o1-3 m 1 10 13 > O N L U m " E- L C m X Qm E 6 L 1� s O O _ 6 V U 9 LLL_ m m v M m e c 0 o O _ 6 p o O 0 O� f� L L M Z_ O C o o :, L < MRO s�Hoo 5 W E -7 0nn o i > _0 x m i � QUU�o_c wo �E` i J NT� Y�Q "a U 2'-4° WITH" PLASPLY�ITOI� LA 1V ER TE MEDIA GENTER VINYL DOVE B VINYL GOVE BA SEE DTLS. 15 20/A5.8 PROVIDE BLOGKIN AT 66��FOR WOOD SHELF lklI �zz LLi MOTION DETEGTOR FA HORN $ 5TR( ® EXIT GHAIR RAIL, REFER TO J I FIN15H SGHEDULE FOR FINISH. TYPIGAL GORNIGE AT EXTERIOR WINDOWS - SEE DETAIL 8/A5.1 2'x3' BULLETIN BD. (KOPPE PO4) "ALMOND"4 GLASSROOM EXP 31a = I -o EXPLORERS - (60 MONTHS +) GOT STORAG PROVIDE FRP FULL HEIGHT END OF WING WALL AT GOT STORAGE ALGOVES. AT GOT STORAGE EXTEND FRP TO END FACE OF WING -WALL AND - TERMINATE WITH TRANSITION 5EN50 m CLOCK STRIP (TYP) x 4' BULLETIN BD. 2'x3' BULLETIN BD. �\ RETURN GHAIR RAIL `\ 3" INTO GOT STOR. `\\ ALGOVE. TYP. SIDE WALLS OF GOT STORAGE ALCOVE GLASSROOM I? I "= I KINDERGARTEN - (48 TO 60 MONTHS) 16" DEEP WALL GABINET WITH (2) ADJUSTABLE SHELVES 3 TOP RAIL - TYP FILLER AS REQUIRED -4" 3'-4111 7;K7 Q KEY LOGK TYP. tV b7 11 21-4m 31-011 CHAIR RAIL, REFER TO WITH � CA III r) i -FINISH SGHEDULE FOR APRON TO WAUAPI�p 11 FINISH. (DKINDERCARTEN - (48 TO (90 MONTHS) ONE H.G. AGGE5515LE ADJUSTABLE TOP - 23" - 28" m :5 L o 6 %j O mML T mNtC�c C -S) �-6P 'ZC�'Lo V O �� m. a " a �oamorn Q �oio�i5 U�o4,� -' E 0 5 m -r 6 �"t L c .� Mo o1-3 m 1 10 13 > O N L U m " E- L C m X Qm E 6 L 1� s O O _ 6 V U 9 LLL_ m m v M m e c 0 o O _ 6 p o O 0 O� f� L L M Z_ O C o o :, L < MRO s�Hoo 5 W E -7 0nn o i > _0 x m MOTION DETEGTOR FA HORN $ 5TR( ® EXIT GHAIR RAIL, REFER TO J I FIN15H SGHEDULE FOR FINISH. TYPIGAL GORNIGE AT EXTERIOR WINDOWS - SEE DETAIL 8/A5.1 2'x3' BULLETIN BD. (KOPPE PO4) "ALMOND"4 GLASSROOM EXP 31a = I -o EXPLORERS - (60 MONTHS +) GOT STORAG PROVIDE FRP FULL HEIGHT END OF WING WALL AT GOT STORAGE ALGOVES. AT GOT STORAGE EXTEND FRP TO END FACE OF WING -WALL AND - TERMINATE WITH TRANSITION 5EN50 m CLOCK STRIP (TYP) x 4' BULLETIN BD. 2'x3' BULLETIN BD. �\ RETURN GHAIR RAIL `\ 3" INTO GOT STOR. `\\ ALGOVE. TYP. SIDE WALLS OF GOT STORAGE ALCOVE GLASSROOM I? I "= I KINDERGARTEN - (48 TO 60 MONTHS) 16" DEEP WALL GABINET WITH (2) ADJUSTABLE SHELVES 3 TOP RAIL - TYP FILLER AS REQUIRED -4" 3'-4111 7;K7 Q KEY LOGK TYP. tV b7 11 21-4m 31-011 CHAIR RAIL, REFER TO WITH � CA III r) i -FINISH SGHEDULE FOR APRON TO WAUAPI�p 11 FINISH. (DKINDERCARTEN - (48 TO (90 MONTHS) ONE H.G. AGGE5515LE ADJUSTABLE TOP - 23" - 28" m :5 L o 6 %j O mML T mNtC�c C -S) �-6P 'ZC�'Lo V O �� m. a " a �oamorn Q �oio�i5 U�o4,� -' E 0 5 m -r 6 �"t L c .� Mo o1-3 m 1 10 13 > O N L U m " E- L C m X Qm E 6 L 1� s O O _ 6 V U 9 LLL_ m m v M m e c 0 o O _ 6 p o O 0 O� f� L L M Z_ O C o o :, L < MRO s�Hoo 5 Id, ELECTRON I G SEAL d 516NATURE Site: PRIMR05E SCHOOL at YiEST CARMEL 3738-3746 W. 48th St. CARMEL, IN 46032 E3ullding Type: N-2013-5 Drawing Title: INTERIOR ELEVATION5 Date: Orn: STAFF 8/IG/2013 Gkd: MDP Drawing Number: A5.4 Revlslons: Bid &Permit Set W E -7 0nn o i > _0 x m WM rn a W "tMcn Q0� Q co 0) a � QUU�o_c wo �E` - I M y -j//LU }Q� aQ0�(oc� NT� Y�Q "a U V Id, ELECTRON I G SEAL d 516NATURE Site: PRIMR05E SCHOOL at YiEST CARMEL 3738-3746 W. 48th St. CARMEL, IN 46032 E3ullding Type: N-2013-5 Drawing Title: INTERIOR ELEVATION5 Date: Orn: STAFF 8/IG/2013 Gkd: MDP Drawing Number: A5.4 Revlslons: Bid &Permit Set PROVIDE BLOGKINS FO WOOD SHELF AT 54" AFF 2" TOP RAIL - TYP. 12 DEEP WALL GABINET5 WITH (2) ADJUSTABLE CLASSROOM 01 3/811=11-011 /811=11_011 KINDER6ARTEN - (48 TO 60 MONTHS) MOTION DETEG PROVIDE BLOGKINE AT bb" FOR WOOD SHELF. 5" BAC (TYP H 3 INTO GOT 5TOR. ALGOVE. TYP. AT 51DENALL5 GLASSROOM D2 3/811= 11_011 KINDERGARTEN - (48 TO 60 MONTHS) 6'x 4' NHITEBOARD. .I m BOOK DISPLAY STAND LOGATION 5EGURE TO e CLASSROOM 02 11 PROVIDE FULL FRP SHEET (b'Hx4'4 ON THI5 WALL OF GOT 5TORA6E AI rJi\/T= /TYO 1 T=01.AIAI ATC 1.11-rU I== TO AAIGl-ri nk1 r—i-miP7G /t1/cJ 1 PROVIDE FULL FRP SHEET (b'Hx4'W) ON THI5 WALL OF GOT 5TORA6E ALGOVE (TYP) DOTE: EXTEND GHAIR RAIL 3" INTO GOT 5TOR. ALGOVE. TYP. AT 51DEWALL5 MOTION DETECTOR 3" TOP RAIL - TYP. 12" DEEP WALL GABINET5 WITH (2) ADJU5TABLE MELAMINE 5HELVE-5 — P.T.D. 4 50AP- PROVIDED by OWNER, INSTALLED BY G.G. 16" DEEP WALL GABINET WITH (2) ADJUSTABLE 6 t3 FILLER A5 REQUIRED 5161=11-011 (2) 12" DEEP ADJUSTABLE IN LIEU OF BLOCKIN6, ENTIRE WALL WOOD 5HELVE5 WITH 36" TO HAVE 1/2" PLYWOOD OR 05B 13AGKIN6 (1) ITT ADJ. LONG STANDARDS a 24" OG.- WOOD SHELF W/ 2'L STANDARDS 7 ® 24"t O.G. O STAFF ROOM 3/411 = 1 1_01I 5HELVE5 A5.8 L �S< U 21-611 4'-0' 3" TOP RAIL - TYP •�_ r U LO O — Al _ -vw = � (�E) \J J jy O M �, I►tt��itlt•: II v a H II co 0 C14 cu �- FLA6 ---� RETURN GHAIR RAIL INTO WINDOW JAMB TYP. EASE ALL ED6E5 KEY L p TYP. 1 IBOOK DISPLAY STAND LOGATION. HOOK 4 IWALLEYd ® ® ®__ HARD WOOD 5111 AND APRON, *,'i' PLYWOOD DIVIDER SEE 15/A2.3 - RETURN SILL AND PLASTIC LAMINATE 2'-4" 3'-O" APRON TO WALL, EASE ALL ED6E5. 5161=11-011 (2) 12" DEEP ADJUSTABLE IN LIEU OF BLOCKIN6, ENTIRE WALL WOOD 5HELVE5 WITH 36" TO HAVE 1/2" PLYWOOD OR 05B 13AGKIN6 (1) ITT ADJ. LONG STANDARDS a 24" OG.- WOOD SHELF W/ 2'L STANDARDS 7 ® 24"t O.G. O STAFF ROOM 3/411 = 1 1_01I I DRESOURGE ROOM 3/811 = 1 1-0 11 GOT 5 PROVIDE FRP FULL HEIGHT A STORAGE ALGOVE5. EXTEN TO END FAGE OF WING-WAL TERMINATE WITH TRAN51TION TCC I VKN LlntlkIK KM11- 3" INTO GOT 5TOR. ALGOVE. TYP. SIDE WALL5 OF GOT 5TORAC ALCOVE 2 GLASSROOM D2 3/811= 11_011 KINDER6ARTEN - (48 TO (90 MONTHS) 16" DEEP WALL CABINET FILLER A WITH (2) ADJU5TABLE REQUIRED SHELVE5 FA HORN 4 STROBE 3" TOP RAIL - TYP GLOGK EXIT I„I 2'x 3' ` BULLETIN �\ 4 ONE H.G. AGCE55115LE BD. ADJU5TABLE TOP - 25" - 28" o � 0 Y ® ® 3'-0" 2'-4" 2'-6" 3/4" PLYWOOD DIVIDER HARD WOOD SILL AND APRON, TYP. WITH PLA5TIG LAMINATE SEE 15/A2.3 - RETURN SILL AND VINYL COVE BASE CLEAR APRON TO WALL, EASE ALL EDC -E5. (KOPPE PI84) (1) 12"D ADJ. WOOD SHELF N/ 2'L STANDARDS — 1A111 n/ 6 OUTDOOR STC 51811=11-011 /811=11_011 IN LIEU OF BLOGKIN6, ENTIRE WALL (2) 12" DEEP ADJUSTABLE TO HAVE 1/2" PLYWOOD OR 055 BAGKIN6 M'700 5HELVE5 WITH 36" LONG STANDARDS ® 24" OG. - PROVIDE GONGEALED SOLID / MOOD SUPPORT 5LOGKIN6 5EN50R PANIC 21 5' JkLETIN 11 BD. o ` 1/2" GALVANIZED PIPES ON 2X6 FIN15H WOOD STANLEY 166300 - 5RA55 TONE (ST4G) VINYL BA5E—J VINYL I ® PERIM (TYP) ® PERIM (TYP) GL05ET ROD BRACKET 12 RESOURGE ROOM 3/a 1I =11-011 81-211 #"ALMOND" 4 GLASSROOM 02/811= 11_011 8 11 -loll 3" TOP RAIL 2" 2"FILLER 2'-611 E 21 / II L �S< U 21-611 a�lQcoLL W M Q. QOCQccoo0)70 •�_ r U LO O — Al _ -vw = � (�E) \J J jy O M �, I►tt��itlt•: II v a H II co 0 C14 cu �- I DRESOURGE ROOM 3/811 = 1 1-0 11 GOT 5 PROVIDE FRP FULL HEIGHT A STORAGE ALGOVE5. EXTEN TO END FAGE OF WING-WAL TERMINATE WITH TRAN51TION TCC I VKN LlntlkIK KM11- 3" INTO GOT 5TOR. ALGOVE. TYP. SIDE WALL5 OF GOT 5TORAC ALCOVE 2 GLASSROOM D2 3/811= 11_011 KINDER6ARTEN - (48 TO (90 MONTHS) 16" DEEP WALL CABINET FILLER A WITH (2) ADJU5TABLE REQUIRED SHELVE5 FA HORN 4 STROBE 3" TOP RAIL - TYP GLOGK EXIT I„I 2'x 3' ` BULLETIN �\ 4 ONE H.G. AGCE55115LE BD. ADJU5TABLE TOP - 25" - 28" o � 0 Y ® ® 3'-0" 2'-4" 2'-6" 3/4" PLYWOOD DIVIDER HARD WOOD SILL AND APRON, TYP. WITH PLA5TIG LAMINATE SEE 15/A2.3 - RETURN SILL AND VINYL COVE BASE CLEAR APRON TO WALL, EASE ALL EDC -E5. (KOPPE PI84) (1) 12"D ADJ. WOOD SHELF N/ 2'L STANDARDS — 1A111 n/ 6 OUTDOOR STC 51811=11-011 /811=11_011 IN LIEU OF BLOGKIN6, ENTIRE WALL (2) 12" DEEP ADJUSTABLE TO HAVE 1/2" PLYWOOD OR 055 BAGKIN6 M'700 5HELVE5 WITH 36" LONG STANDARDS ® 24" OG. - PROVIDE GONGEALED SOLID / MOOD SUPPORT 5LOGKIN6 5EN50R PANIC 21 5' JkLETIN 11 BD. o ` 1/2" GALVANIZED PIPES ON 2X6 FIN15H WOOD STANLEY 166300 - 5RA55 TONE (ST4G) VINYL BA5E—J VINYL I ® PERIM (TYP) ® PERIM (TYP) GL05ET ROD BRACKET 12 RESOURGE ROOM 3/a 1I =11-011 81-211 #"ALMOND" 4 GLASSROOM 02/811= 11_011 8 11 -loll 3" TOP RAIL 2" 2"FILLER 2'-611 E 21 / II L �S< U 21-611 a�lQcoLL W M Q. QOCQccoo0)70 •�_ r U LO O — Al _ -vw = � (�E) \J J jy O M Co co 0 C14 cu �- KNEE PAGE KET 16"D. UPPER WALL CABINETS, FLUSH TO GEILIN6 W/ ADJ. MELAMINE SHELVES. /-5" BAGK5PLA5H (TYP) 5 8 5.8 STAFF ROOM E3/411=11-011 /411=11_011 IN LIEU OF BLOCKING, ENTIRE WALL TO HAVE 1/2" PLYWOOD OR 05B BAGKI (2) 12"D ADJUSTABLE (5) I WOOD SHELVES W/ 12"D x 30" L ADJUSTABLE 3'L STANDARDS WOOD SHELVES W/ 5'-0" L ® 24" O.G. STANDARDS AND BRACKETS ❑ FA HORN 4 STROBE r— 5" 15AGK5PLA5H (TYP) C C 21-611 0 R GOPIER LOGATION —t IMX o N Z: C 1/2" PH PROVIDE 2" DIA. WIR€Jrj I-311 �I IED AL 6ROMMET5 ® 36" OG. ® PERIM. OF GOUNTERTOP AS. ONNER 13 RESOURGE ROOM 14 RESOURGE ROOM 3/811=11_011 3/811 = 1 I_01I I m L ° o� C s c „o n voice+, c� c o-_ ° c�oL�Om O m �mMO rn�t� m U �Eo095 v a t 613 �t1 i '� ma- cooz N _ �° 0 L U mZL :15 c m O Is m :5 L oa O -c a u- c O� v u - a M0 0 O N •-- o :, o m <vci 1%10 r� SCH 5 s = ` a r ELECTRONIC, SEAL 4 516NATURE Site: PRIMR05E SCHOOL at HE -5T CARMEL 3-313-3-146 W. 88th 5t. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: INTERIOR ELEVATION5 Date: Drn: STAFF 8/IQ/2013 Gkd: MDP Drawing Number: A5.5 Revisions: Bid & Permit Set E .3 L �S< U v1 a�lQcoLL W M Q. QOCQccoo0)70 •�_ r U LO O — Al _ -vw = � (�E) \J J jy O M Co co 0 C14 cu �- s = ` a r ELECTRONIC, SEAL 4 516NATURE Site: PRIMR05E SCHOOL at HE -5T CARMEL 3-313-3-146 W. 88th 5t. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: INTERIOR ELEVATION5 Date: Drn: STAFF 8/IQ/2013 Gkd: MDP Drawing Number: A5.5 Revisions: Bid & Permit Set i CV C) _ I CV .), GII ^��-nil ^�I_nll II_Q II II_All 21-611 �I`- 3'-011 -- -- 3'-3" - - 3'-311 12 -011 v YN/WM I NC -7 f�, I I C Alt: N 3/811 = 1 1_o11 BA5E (BI) TYP. 5 GALLERY NO. I GALLERY NO. I 3/b 11 =1 1-0 11 (GLA55ROOM5 AND GORRIDOR5) EMERG. LIGHTS, MOUNT AT T -b" ^�/Q11= 11_011 (/ FA HORN 4 5TROB� AT SO" A.F.F \ \ ❑ \ \ \ \ \ NO. \\ / / / / / O8 GALLERY NO. 2 I b'x 4' BULLETIN BOARD 3/8 11 = 1 1 _0 11 FULL HEIC7HT -I FRP - TYP I MOUNT 3'-0" FROM A.F.F. TO TOP OF HANDLE (TYP) PROVIDE BLOGKING AT 2 NARM I NO K ITGNEN 3/811=11-011 9MI11IM111111 -JTiI�I METRO FULL HEIGHT FRP - TYP ALL KITCHEN WALL5r Q 3" TOP 2" CLEAR MIN— EMERG. LI6HT5, MOUNT BETWEEN DOORS AT T -b" A.F.F. TO G.L. METRO 143bBR W/(2) IW014G (TYPICAL ALL) W/ ADJ. 5HELVE5 �MFTRn I43nRR V410) IW014G= 3'-O" PROVIDE FILLER LATEX PAINT AT WALL PANEL TO ADJU5T BEHIND GABINET5 ONLY GA13INET LENGTH TO MATGH LENGTH OF " 3'-0" 2��) WALL BEHIND 3'-O CABINETS (FIELD VERIFY) 146OBR W/(2) I11014G a)>- E Z sQ� c0o >• o vt 5HE WVING QV(DL6L c �o E w �'Lo @� / / 5'1 QwU�o FA PULL 24'Ab" L YT_Q -� STA BD v / ............... Q ►- ` \ \ FE MOUNT 3'-0" FROM A.F.F. TO TOP OF HANDLE (TYP) PROVIDE BLOGKING AT 2 NARM I NO K ITGNEN 3/811=11-011 9MI11IM111111 -JTiI�I METRO FULL HEIGHT FRP - TYP ALL KITCHEN WALL5r Q 3" TOP 2" CLEAR MIN— EMERG. LI6HT5, MOUNT BETWEEN DOORS AT T -b" A.F.F. TO G.L. METRO 143bBR W/(2) IW014G (TYPICAL ALL) W/ ADJ. 5HELVE5 �MFTRn I43nRR V410) IW014G= 3'-O" PROVIDE FILLER LATEX PAINT AT WALL PANEL TO ADJU5T BEHIND GABINET5 ONLY GA13INET LENGTH TO MATGH LENGTH OF " 3'-0" 2��) WALL BEHIND 3'-O CABINETS (FIELD VERIFY) 146OBR W/(2) I11014G a)>- E Z sQ� c0o >• o vt x Q Y C) w LL QV(DL6L c �o E w �'Lo @� cv0Oti^v> ^,n QwU�o YES W/ ADJ. 5HEL7== L YT_Q -� � cu � U v ............... .\\ lI' it I'hl El }/, 4 GART > > 1 Loj IGE MAGHINE 0 ❑ 2' x 3' BULLETIN 1 BD. X 36" BULLETIN 5OAR05 SHALL ALWAY5 BE - LOCATED ADJACENT TO THE DOOR. (TYP. AT 6 DELETED 3/811 = 1 I_01I FA HORN- 516NA6E, TYP. 4 STROBE I EXIT \ FA PULL \ �\ ST \ \ \ \ \ \ \ / GALLE / / / / / e / / EXIT DOOR BEYOND AT END OF GALLERY #3 IN ATE HOT WATER d RAIN IPES11 VINYL COVE BA5E TO PROTECT AGAINST GONTAGT. 18" DEEP GABINE L TYP. AT GABINET5 THERE 5HALL BE NO SHARP OR ABRA5IVE 5URFAGE5. 3 WARM I NCS K I TGNEN 51b11=11-011 DOOR GA51% 4 Ix HARDWARE TRIM, STAIN (PIU. 5EE FIN15H 5GHEDULE b'x 4' BULLETIN BOARD CHAIR RAIL i� GHAIR RAIL) FE IN G� EMERG. LIGHT5, MOUNT AT T -b" FA HORN 4 5TR95E A.F.F. TO G.L. (TYPIGAL ALL) b'x 4' EXPLORER'5 BULLETIN BOARD GHAIR RAIL BASE (BI) TYP. n -i rLLF-R--r NO I EMERG. LIGHT5, MOUNT AT 7 -b A.F.F. TO G.L. (TYPIGAL ALU // 7H.G. AGGE551BLE /01 11 DRINK FOUNTAIN / El Lu LWU / / / / / / / / / 3 \ \ LL m \\\ \ GALLERY NO. 2 4 WARM I NO K I TGNEN 3/811 = 1 I-011 C A Ll/117A1 a GT'M/lIIC / / / / / / / / / i / / / / \ \ \ 5EE FIN15H 5GHEDULE FOR FIN15H BELOW GHAIR RAIL. 3/811=11_011 b'x4' BULLETIN BOARD AT END OF GALLERY #4 P I GTURE FRAME TRIM ALL VESTIBULE, RECEPTION, OFFICE AND HALLWAY AREA WALLS BELOW THE CHAIR RAIL SHOULD RECEIVE A PI GTURE FRAME EFFECT PRIOR TO PAINTING THE TATE OLIVE COLOR. THIS 15 AGGOMPL 1 SHED BY US 1 NG MU 163 5/8"x 13/S" BASE GAP MOULDING GUT AND MITERED TO RESEMBLE A PICTURE FRAME AND ATTACHED TO THE WALL 5URFAGE PRIOR TO PA I NTI N6. THE MOULDING CAN BE ORDERED FROM WNN.MOULD I NCG5UNL I M I TED.GOM. ALL MOULDING SHALL BE HORIZONTALLY MOUNTED 3 INCHES BELOW THE CHAIR RAIL AND 3 INCHES ABOVE THE BASE FOR THE HORIZONTAL 5EGTIONS. THE VERTICAL SECTIONS OF THE FRAME SHOULD NEVER BE GLO5ER THAN 3 INCHES FROM THE ADJACENT FRAME AND A MAXIMUM OF 4 FEET IN LENGTH PER FRAME. X00 i`rVAI m c 6 00 E 0`o m �V OL W T A o-�- ��61N�a m p 6 L L m �s R- a-- m °mN O m � U �L6�S: C -0 iL .� d) QLO p1 6 N To O-s� a 111 L U In L L c m L IL O a O E _c a U c O N i5 co o� (D L Mme d) 6 o 0 O o �� ( L NO L rn � o z o s L Q A R0 Q_ a)>- E Z sQ� c0o >• o vt x Q Y C) w LL ' Wch0) Q W It co N QV(DL6L c �o E w �'Lo @� cv0Oti^v> ^,n QwU�o N L YT_Q -� � cu � U v 0, el. �., "'o=za .� �.�� 3 ELECTRONIC SEAL 4 516NATURE Site: PRIMROSE SCHOOL at WEST CARMEL 3738-3146 W. 48th 5t. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: INTERIOR ELEVATION5 Date: Orn: STAFF 8/IG/2013 Gkd: MDP Drawing Number: A5.6 Revi5ion5: Bid & Permit Set SEE FIN15H SCHEDULE -- FOR FIN15H ABOVE CHAIR RAIL. GALLERY NO. 2 0 516NA6E (TYP OI 6ALLERY NO. 3 O GALLERY NO. 4 W 24'WxWH MIRROR 0 01 • 6' MAX. r X U- „ HG la: o o g A � 0 1- *MOUNT MIRROR BOTTOMINSULATE HOT WATER 4 DRAIN PIPES 40 AFF MAX. TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 8 TOILET ELEVATION D 5/811=11-011 /8"=11-011 RETURN GHA RAIL INTO WINDOW JA TYP. EASE ALL 6E5 P-10 I I I I P-10 FE IN CABINET L 2'x 3' B T EULLETIN 3/8"=1'—O" PAPER TOWEL 4 50AP DISPENSER - PROVIDD BY OWNER, INSTALLED BY G.G. z D I0 SEE FIN15H SCHEDULE ROOM 7- FOR FINISH ABOVE CHAIR RAIL. 516NA6E, TYP.� ROOM SIGNAGE, TYP. SOAP DISPENSER - OVIDED BY OVER, W5TALLED BY G.G. -------MIRROR 42" GRAB Fy- F �z H O 9 o cn O loolo -i IN5ULATE HOT WATER 4 DRAIN PIPES b" COVE BAS TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 3 TOILET ELEVATION 3/8"=1'—O" P -q E—=J HARD WOOD SILL AND APRON, TYP. I GONFERNEGE ROOM SEE 15/A2.3 -RETURN SILL AND APRON TO WALL, EASE ALL ED6E5. GONFERNEGE ROOM OPEN TO GALLERY #1 I 6ALLE RY #5 3/8"=1'—O" O3 GALLERY NO. 4 I V I LL 1 Tr I ✓i v- i -v { rtw` 1 3/8"= I'-0" PROVIDED BY ONNER,I AP DISPENSER — ADULTS INSTALLED 13Y G.G. WALL GABINET, 11 IT, IO TOILET ELEVATION FA HORN 4 5TROBE 2 GAR SEAT STORAGE 3/8"= I'-0" sGONFERNEGE ROOM 3/8 = I —O GAR SEAT STORAGE 24" DEEP FULL MELAMINE SHELVES. I I TOILET ELEVATION 0. GRAB BAR WALL GABINET\ 3/8"= 1'-O" a; O EQUAL EQUAL \` >Q> i> O X m QYQ(0LL all / all ` Q E o� �-/�jN 8C? M> V 0 O ^ °-w��0 a iJ 2'x 3' ,�/ \\\ Y r Q L r `\\ co r U 2' x 3' BULLETIN /' `\ `� BULLETIN \ \ \ \ ///Io 24 I! i " SOAP DISPENSER - OVIDED BY OVER, W5TALLED BY G.G. -------MIRROR 42" GRAB Fy- F �z H O 9 o cn O loolo -i IN5ULATE HOT WATER 4 DRAIN PIPES b" COVE BAS TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 3 TOILET ELEVATION 3/8"=1'—O" P -q E—=J HARD WOOD SILL AND APRON, TYP. I GONFERNEGE ROOM SEE 15/A2.3 -RETURN SILL AND APRON TO WALL, EASE ALL ED6E5. GONFERNEGE ROOM OPEN TO GALLERY #1 I 6ALLE RY #5 3/8"=1'—O" O3 GALLERY NO. 4 I V I LL 1 Tr I ✓i v- i -v { rtw` 1 3/8"= I'-0" PROVIDED BY ONNER,I AP DISPENSER — ADULTS INSTALLED 13Y G.G. WALL GABINET, 11 IT, IO TOILET ELEVATION FA HORN 4 5TROBE 2 GAR SEAT STORAGE 3/8"= I'-0" sGONFERNEGE ROOM 3/8 = I —O GAR SEAT STORAGE 24" DEEP FULL MELAMINE SHELVES. I I TOILET ELEVATION 0. GRAB BAR WALL GABINET\ 3/8"= 1'-O" a; O L r U 0 >Q> i> O X m QYQ(0LL W M (MQ LUCO a�QCCO0)-0 � UULOo.- Q Q E o� �-/�jN HARD WOOD SILL AND APRON, TYP. I GONFERNEGE ROOM SEE 15/A2.3 -RETURN SILL AND APRON TO WALL, EASE ALL ED6E5. GONFERNEGE ROOM OPEN TO GALLERY #1 I 6ALLE RY #5 3/8"=1'—O" O3 GALLERY NO. 4 I V I LL 1 Tr I ✓i v- i -v { rtw` 1 3/8"= I'-0" PROVIDED BY ONNER,I AP DISPENSER — ADULTS INSTALLED 13Y G.G. WALL GABINET, 11 IT, IO TOILET ELEVATION FA HORN 4 5TROBE 2 GAR SEAT STORAGE 3/8"= I'-0" sGONFERNEGE ROOM 3/8 = I —O GAR SEAT STORAGE 24" DEEP FULL MELAMINE SHELVES. I I TOILET ELEVATION 0. GRAB BAR WALL GABINET\ 3/8"= 1'-O" b" VE B TOILET ELEVATION 50AP DISPENSER - PROVIDED BY OWNER, 7-n" 8" 8" 8" - INSTALLED BY G.G. MIRROR F IL -:t 0 b n ry W 174 IN5ULATE HOT WATER 4 DRAIN PIPES b" GOVE BA TO PROTECT A6AIN5T CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 12 TOILET ELEVATION P-9 @FEGONRNEGE ROOM 3/8"=1'-0" BULLETIN BD. m I NTERGOM 4 13 TYP. DOOR ELEVATION 18 GALLERY #5 m o� m N t C C II a �t1O0mL C �s X- C mmm-"O O Tc (0 M 0 C C v -0l-; O i 3 m .� MO O CL j y -0 > O L U m�°Q° c L 1L O 6 o o 41 LL U 6 v _a O L_ d) 6 N O -0 o �� L 0 n E t N �'z o s z t— NDE < 0- In Q�� 1MR0 & Q t� Q a; O L r U 0 >Q> i> O X m QYQ(0LL W M (MQ LUCO a�QCCO0)-0 � UULOo.- Q Q E o� �-/�jN 8C? M> V 0 O ^ °-w��0 a iJ p�U N� Y r Q L r X - co r U U \ \ \ \ \ , J\\ / / / / / / / ilk b" VE B TOILET ELEVATION 50AP DISPENSER - PROVIDED BY OWNER, 7-n" 8" 8" 8" - INSTALLED BY G.G. MIRROR F IL -:t 0 b n ry W 174 IN5ULATE HOT WATER 4 DRAIN PIPES b" GOVE BA TO PROTECT A6AIN5T CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES. 12 TOILET ELEVATION P-9 @FEGONRNEGE ROOM 3/8"=1'-0" BULLETIN BD. m I NTERGOM 4 13 TYP. DOOR ELEVATION 18 GALLERY #5 m o� m N t C C II a �t1O0mL C �s X- C mmm-"O O Tc (0 M 0 C C v -0l-; O i 3 m .� MO O CL j y -0 > O L U m�°Q° c L 1L O 6 o o 41 LL U 6 v _a O L_ d) 6 N O -0 o �� L 0 n E t N �'z o s z t— NDE < 0- In Q�� 1MR0 & Q t� Q a; O L r U 0 >Q> i> O X m QYQ(0LL W M (MQ LUCO a�QCCO0)-0 � @FEGONRNEGE ROOM 3/8"=1'-0" BULLETIN BD. m I NTERGOM 4 13 TYP. DOOR ELEVATION 18 GALLERY #5 m o� m N t C C II a �t1O0mL C �s X- C mmm-"O O Tc (0 M 0 C C v -0l-; O i 3 m .� MO O CL j y -0 > O L U m�°Q° c L 1L O 6 o o 41 LL U 6 v _a O L_ d) 6 N O -0 o �� L 0 n E t N �'z o s z t— NDE < 0- In Q�� 1MR0 & Q t� Q a; O L r U 0 >Q> i> O X m QYQ(0LL W M (MQ LUCO a�QCCO0)-0 � UULOo.- Q Q E o� �-/�jN 8C? M> V 0 O ^ °-w��0 a iJ p�U N� Y r Q L r X - co r U U rr s a , rX ELECTRONIC, SEAL # 51 &NATURE 51te: PRIMR05E SCHOOL at YiE-5T CARMEL 3738-3746 W. a8th St. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: ELEVATION5 Date: Drn: STAFF 8/19/2013 Gkd: MDP Drawing Number: A5.1 Revl510n5: Bid & Permit Set ■ BACKBAND 1/2 ROUND 1/211 RADIU5 (TYP-) 3/4" RADIUS (TYP) ROUNWEAH ALL EDGES OF TRIM 0 t z .1 2'-011 bit p l all Vo V I V I� I i ii AO i 11 lo O 5EN50R - ` I I ` 3/4" PLYWOOD TOP 3/4" PARTICLE BOARD BRACE WITI- N \ 7 w N. GONTRAGTOR No - 2' x 3' N� 4 BULLETIN w I x 2 ATTACHED TO BD. T 17 m INTERCOM WALL RECESS i orn HAVE KEY LOCKS d WIRE WITH PLA5TIG LAM. FIN15H- P. ---_--- ----��- N\ DOOR PULL5 m 5EGURE SHELF WITH 3"X#10 5GREY)E L A T'I'P. TRIM DETAIL I T'I'PIGAL DOOR ELEVATION 1x4 COUNTERTOP 3/4" PLYWOOD AT 51NK FRA-(NpJ SEE INTERIOR ELEVATION5 LOGATION5. OTHERWI 1x4 WOOD BAGK- 3" HEAD RAIL FOR GABINET DEPTH 3/4" PARTICLE BOARD 5PLA5H- (TYP) WITH PLA5TIG LA . FIN15H- TYP. ® 3/4" GABINET CEILING N.N.OJ 10 x 3" COUNTER DOORS WITH Ix 11/2" 1x4 WOOD BLK'6 SUNK 5GREW ® 6" O.G. WOOD PERIM. m TO 5EGURE TOP 4 FRAMES-(TYP) GOON NET BACK OF 3/4" GABINET DOORS BOTTOM GABINET PANELS TO THE HANGING RAIL5. - 1/4" HARDBOARD 1x4 WOOD HANGING WOOD FACE WITH PLA5TIG RAIL, GLUED AND o FRAME-ITYPJ LAMINATE FIN15H DOWELLED INTO U2 CABINET 51DE5. z - m m HANGING RAIL AT MID z Q SHELF A5 INDICATED m POINT, 5EGURED TO PER THE INTERIOR CABINET SIDES. ELEVATIONS LU 0 3/8" PLYWOOD BACK PANEL: WITH PLA5TIG = 5GREW ATTACH SHELVES A5 INDICA LAMINATE FIN15H m �GABINET5 TO PER THE INTERIOR � STUDS WITH #12 ELEVATIONS m PROVIDE GONGEALED SOLID 2xb WOOD BLK'6 VINYL BASE TO MATCH �� FINISH WALL BASE INDICATE all 20" OR 24" ( 16" OG - HALL BEHIND UPPER GAB'S- ON THE FIN15H 5GREW ATTACH GABINET5 TO WOOD (TYP. TOP 4 BOTT) 5GHEDULE- (TYP) 5EE INTERIOR BLOGKING WITH #12 x 21/2" LONG ELEVATION5 SCREWS FINISH WASHERS ®G° NOTE: 5EE 5PEGIFIGATION5 FOR 2x4 PT WOOD CABINET TYPICAL GABINETRY GON5T. NOTE: 5EE 5PEGIFIGATION5 FOR OG-(TYP. TDP t BOTTOM). REQUIREMENT5. BA5E FRAME TYPICAL CABINETRY GON5T. REQUIREMENT5. TYP • UPPER 3/4 - I -O(::D TYP • BASE 3/4 - I -O CABINET DETAIL - GAE31 NET DETAIL - FRAME-(TYPJ 3/4" PLYWOOD AT SINK NOTE: LOGATION5. OTHERN15E Ix4 WOOD BAGK- 3/4" PARTIGLE BOARD 1• ALL EXPOSED SURFACES TO BE 5PLA5H- (TYP) PLA5TIG LAMINATE- 5EE ROOM FIN15H 5GHEDULE FOR COLOR- (TYP) 2'-0" I / " 2. PROVIDE 2" DIA. HOLE WITH Ix4 WOOD BLK6 GROMMET FOR WIRE AGGE55. GONT. ® BACK OF CURE WITH #12 CABINET 3/4" CABINET 3/4" PARTICLE SGREW5 4 FIN15H DRAWER FAGE5 W/ BRD. DIVIDER WASHERS ® 12" OG PLASTIG LAM. WITH PLA5TIG AT TOP 4 BOTT (TYP) I/4" HARDBOARD FINI5H-(TYP) LAM FIN15H- (T77) WITH PLA5TIG I/2" CABINET LAMINATE FINISH DRAWER BODIES W/ PLA5TIG LAM. m FIN15H-(TYP) N Q SCREW ATTACH N GABINET5 TO _ 6" RADIU5 = O W STUDS WITH #12 = 1/4 DRAWER BOTT. hi/PLA5TIG LAM. ~ 5GRE 45 $ FIN15H FINISH 3/4" PARTICLE BRD. 3�l o �r - WA5HER5 ® 16' OG- GOUNTERTOP WITH 50LID Q (TYP. TOP 4 BOTT) WOOD EDGING aE PLASTIC LAM. FINISH- (TYP) o NOTE5: , � Q SEE 5PEGIFIGATION5 FOR in WOOD LEDER AT PERI . I' -O = z TYPI�5. T INETRY GON5T. OF GOUNTERTOP- (TYP) REGALL GABINET PANEL5 SHALL EXTEND PANEL TO FLOOR LPROVIDE TYVO ROW5 BE 3/4" PARTICLE BOARD 5EE INTERIOR ELEVATIONS. OF GONGELAED WD. WITH 50LID WOOD EDGING NOTE: 5EE 5PEGIFIGATION5 FOR �K}�}bLE PLA5TIG LAM. FINISH- (TYP) TYPICAL GA51NETRY CONST. FIELD ■ FIELD GUT HOLE IN PLYWOOD TO MATCH OWNER SUPPLIED D I APER PAIL DIAPER PAIL (PLAN VIEW N.T.S. DIAPER PAIL PLYWOOD BRAGS 1/2" MELAMINE TOP W/ FIELD GUT HOLE FOR DIAPER PAIL EXTRA -HEAVY DUTY DRAWER GUIDE _3 I �-�- 'I 1/2" SOLID -� MELAMINE BOTTOM 2 DIAPER PAIL NTS DETAIL POURED MARBLE W/INTER6RAL 51NK OTYP. SINK CABINET DETAIL b �I I� 4 0 �I Q N I V I� I i ii AO i UP O Q - AT PERIM. OF GABINET ,_PROVIDE CONGEALED WOOD BLOGKING a OPEN GOUNTERTOP LOGATION5 5GREW ATTACH GABINET5 TO 5TUD5 WITH #12 5GREW5 4 FIN15H WA5HER5 ® 16" OG- (TYP. TOP t BOTT) 1.L z •• = 1_ 3/4 1 O 11 TYP. BASE GAS I NST REQUIREMENTS. BETWEEN ALL STATIONS 12 N FILE DRAV�I�R 3/411=1 '-0" 13 GOMPUTER STATION DST. 14 TYP. SINKS AT GOUNTER DTL 3/4"= I' -O" 1/211=11-011 ALL DISINFECTANT NOTE: GA5INET5 WITH 50LID WOOD EDGING IN5TALL ACCENT TILES TV GABINET t PLA5TIG LAM. FIN15H- (TYP) IN A "CHECKER BOARD" 16 TYP. BASE GAB I NET 51411=11-011 PATTERN. 2'-8 1/2" 6'-O" N 2 -FILE DRAWERS I STAGE FLOOR FLAN I$ PATI RN 18 D I S I N��GTANT GAS I NST 3/811=11-011 = i -0 ■ Ps-MW24 ■ INSTALLATION NOTES: INSTALL PLEXIGLASS MIRROR PER MANUFAGTURER'5 REGOMMENDATION5, U.N.O. SIZE MIRROR TO ELIMINATE GAPS BETWEEN MIRROR AND WOOD TRIM. NO SHARP EDGES. MIRROR TO HAVE 1" RADIUS ROUNDED GORNER. 4'-0" z --I X 6 MIRROR-�_ \\\ I " RADIUS f GORNER5 -BA5E (TYP) ELEVATION SIDE VIEW 50 AAGT I V I TY MIRROR N7 DETAIL Ps-MNV7 ' 1x4 GOUNTERTOP 3/4" PLYWOOD AT SINK FRAME-(TYP) LOGATION5. OTHERWISE 1x4 WOOD BAGK- 3/4" PARTICLEBOARD 5PLA5H- (TYPJ 1 1/2" 1x4 WOOD BLK'6 CONT. ® BACK Of CABINET 3/4" CABINET DOC'QS AND 1/4" HARDBOARD WITH PLA5TIG DRAVER FRONT 0 LAMINATE FIN15H WOOD PERIM. 2 WOOD FACE FRAME5-(TYP) z - FRAME � o� z Q SHELF A5 INDIGA - > - PER THE INTERIOF LU w ELEVATION5 5GREW ATTACH m �GABINET5 TO STUDS WITH #12 5GREW5 4 FIN15H VINYL BASE TO MATCHWA5HER5 ® 16" 0 WALL BA5E INDICATED 4/20" OR 24" (TYP. ON THE FINISH 75EE INTERIOR SCHEDULE- (TYP) ELEVATION5 2x4 PT WOOD CABINET NOTE: 5EE 5PECIFIGATION5 FOR BASE FRAME TYPICAL GABINETRY CON: REQUIREMENT5. TYP. BASE GAB I NET 3/4(: ) W/ DRAVqERS I$ DOORS >R-CAOM I 20 F� TOP OF GABINET 15 EXP05ED TV PROVIDE PLA5TIG LAM. GLO5URE TRIM ® PERIM. OF CABINET TV NO"T"E: 5EE 5PEGIFIGATION5 FOR TYPICAL GABINETRY GON5T. GABLE TV REQUIREMENTS. CONNECTION MPUTER GONNEGTION (2) DUPLEX REGEPTAGLE5 1 MEDIA GAE31 NET FLAN 4'-0" 3/4" PLYWOOD 5HELVE5 1X2 CLEA 1 II" m - J m m 1 IN - 1/2" PLYWOOD 1X2 ATTACHED TO W/ EDGING WALL W/ 3-1/2" x #8 5GREW5 o 6" O.G. 3/4" END PANELS m G.G. TO PROVIDE BLOGKINS RECESS TOP 4 BOT. DURING FRAMING ALL DISINFECTANT CABINETS 1 INFANT GUBB I E DETAIL 1/211=1 _Oil ■ ■ 1 x 2 CONT. I 3" RADIUS, 3/4" END PANELS 11-21/211 IX2 ATTAGHED TO WALL W/ 2 ROWS 3-1/2" x #8 SGREWS AT 6" O.G. G.G. TO PROVIDE BLOGKING AT TOP 4 BOT. DURING FRAMING 3/4" PLYWOOD SHELVES -1 X 6 WOOD GHAIR RAIL (TYP) n� vvlJ K ri I NYL BASE 4 GUBB I E DETAIL 1/2 (4) FOUR Ila" REMOVABLE 11 1,-411 HARDBOARD 5HELVE5- Q, I PROVIDE PAINT FIN15H 1/2" VERT. DIVIDER5 WITH PLA5TIG LAM. FIN15H- ROUTE TO RECEIVE HARDBOARD 5LOT5 1 1/211 ADJU5TABLE SHELF WITH PLA5TIG LAM. FIN15H-(TYP) SHELF 5TANDARD5 REGE55 TO BE BRA55 KIGK-PLATE FLUSH WITH 51DE5 AT FRONT OF COUNTER NOTES: 5EE 5PEGIFIGATION5 FOR WOOD BASE TO 3' TYPIGAL GABINETRY GON5T. 2-611 MATCH WALL REQUIREMENT5. BASE ALL CABINET PANEL5 SHALL BE 3/4" PARTICLE BOARD WITH SOLID WOOD E061% PLA5TIG LAM. FIN15H- (TYP) I O REGEPT. DESK 3/4" =1'-0" ■ 1x4 BACK-5PLA5H - WITH PLA5TIG LAM. FIN15H- (TYP) PROVIDE GONGEALEE WOOD BLOCKING OPEN GOUNTERTOP LOGATION5 5GREW ATTACH GOUNTERTOP BRAG€ TO WD BLOGKIN6 WITH (2)#12 5GREW5 AND FIN15H WA5HER5 WASHERS ® 36" OG TYP. TOP 4 BOTT. NOTE: 5EE 5PEGIFIGATION5 FOR TYPICAL GABINETRY GONST. REQUIREMENT5. 3/4" PARTICLE BOARD GOUNTERTOP WITH SOLID WOOD EDGING $ PLA5TIG LAM. FIN15H- (TYP) 2'-I" F , II/2" 1x4 0 METAL BRACE a N � T'I'P. DESK GOUNTER 3/4" =1'-O" NOTE: ALL EXPOSED SURFAGE5 TO HAVE 1x2 CLEAT AT PLA5TIG LAMINATE FIN15H- 5EE EACH BRAGS-(TYP FIN15H 5GHEDULE FOR LAMINATE COLOR. 2x8 GONGEALED WOOD BLOGKIN 3/4" COUNTERTOP WITH PLA5TIG (TYP) I -4. AT SHELF 11 LAM. PROVIDE 1 1/2" RADIUS LOCATIONS - AT EXPOSED CORNERS. LOGKIN6 P15INFECTANT I V GABINET W/ ADJU5TABLE UP SHELF - AT PERIM. OF GABINET FLAT PANEL TV ON �m in UCL 3/4" PLYWOOD TOP 3/4" PARTICLE BOARD BRACE WITI- N \ 7 w N. GONTRAGTOR No - i P-4" 4 3/4" PLYWOOD w I x 2 ATTACHED TO FIN15H- TYP. EACH WALL WITH 3" x #8 TV MOUNT 5GREW5 ® 6" OL �GAA'IE rGR WALL RECESS i orn HAVE KEY LOCKS d WIRE WITH PLA5TIG LAM. FIN15H- P. ---_--- ----��- N\ DOOR PULL5 m 5EGURE SHELF WITH 3"X#10 5GREY)E WITH PLASTIC N i 4 FIN15H WASHERS ® 12" OG. INN I .' `. CONGEALED HIN6E5 1 I I ADJUSTABLE SHELF I = I I. 5EE 5PEGIFICATION5 FOR TYPIGAL GABINETRY I I GON5TRUGTION REQUIREMENT5. • 2. GABINETRY PANEL5 AND DOOR5 5HALL BE 3/4" VINYL BASE N1# PARTIGLE BOARD WITH PLA5TIG LAMINATE FIN15H a-01 UE ON ALL 5URFAGE5. PROVIDE 50LID WOOD ED61N6 m s u 0 AT PERIMETER OF ALL PANELS. ol 2'-0" ■II■o�o��uo��j, 4. ALL ELECTRONIC EQUIPMENT 15 NOT IN GONGTRAGT. 23 "3>1oo` o m0oh - ", m IS m�� '' II O O c s v a FE NEW L U_ N 0 6� v t a 0 LL -_ N �s • O s N L C Z J o E < D_ AllIj��I��jtllojorl /j�O�, ALL DISINFECTANT NOTE: GA5INET5 WITH 50LID WOOD EDGING IN5TALL ACCENT TILES TV GABINET t PLA5TIG LAM. FIN15H- (TYP) IN A "CHECKER BOARD" 16 TYP. BASE GAB I NET 51411=11-011 PATTERN. 2'-8 1/2" 6'-O" N 2 -FILE DRAWERS I STAGE FLOOR FLAN I$ PATI RN 18 D I S I N��GTANT GAS I NST 3/811=11-011 = i -0 ■ Ps-MW24 ■ INSTALLATION NOTES: INSTALL PLEXIGLASS MIRROR PER MANUFAGTURER'5 REGOMMENDATION5, U.N.O. SIZE MIRROR TO ELIMINATE GAPS BETWEEN MIRROR AND WOOD TRIM. NO SHARP EDGES. MIRROR TO HAVE 1" RADIUS ROUNDED GORNER. 4'-0" z --I X 6 MIRROR-�_ \\\ I " RADIUS f GORNER5 -BA5E (TYP) ELEVATION SIDE VIEW 50 AAGT I V I TY MIRROR N7 DETAIL Ps-MNV7 ' 1x4 GOUNTERTOP 3/4" PLYWOOD AT SINK FRAME-(TYP) LOGATION5. OTHERWISE 1x4 WOOD BAGK- 3/4" PARTICLEBOARD 5PLA5H- (TYPJ 1 1/2" 1x4 WOOD BLK'6 CONT. ® BACK Of CABINET 3/4" CABINET DOC'QS AND 1/4" HARDBOARD WITH PLA5TIG DRAVER FRONT 0 LAMINATE FIN15H WOOD PERIM. 2 WOOD FACE FRAME5-(TYP) z - FRAME � o� z Q SHELF A5 INDIGA - > - PER THE INTERIOF LU w ELEVATION5 5GREW ATTACH m �GABINET5 TO STUDS WITH #12 5GREW5 4 FIN15H VINYL BASE TO MATCHWA5HER5 ® 16" 0 WALL BA5E INDICATED 4/20" OR 24" (TYP. ON THE FINISH 75EE INTERIOR SCHEDULE- (TYP) ELEVATION5 2x4 PT WOOD CABINET NOTE: 5EE 5PECIFIGATION5 FOR BASE FRAME TYPICAL GABINETRY CON: REQUIREMENT5. TYP. BASE GAB I NET 3/4(: ) W/ DRAVqERS I$ DOORS >R-CAOM I 20 F� TOP OF GABINET 15 EXP05ED TV PROVIDE PLA5TIG LAM. GLO5URE TRIM ® PERIM. OF CABINET TV NO"T"E: 5EE 5PEGIFIGATION5 FOR TYPICAL GABINETRY GON5T. GABLE TV REQUIREMENTS. CONNECTION MPUTER GONNEGTION (2) DUPLEX REGEPTAGLE5 1 MEDIA GAE31 NET FLAN 4'-0" 3/4" PLYWOOD 5HELVE5 1X2 CLEA 1 II" m - J m m 1 IN - 1/2" PLYWOOD 1X2 ATTACHED TO W/ EDGING WALL W/ 3-1/2" x #8 5GREW5 o 6" O.G. 3/4" END PANELS m G.G. TO PROVIDE BLOGKINS RECESS TOP 4 BOT. DURING FRAMING ALL DISINFECTANT CABINETS 1 INFANT GUBB I E DETAIL 1/211=1 _Oil ■ ■ 1 x 2 CONT. I 3" RADIUS, 3/4" END PANELS 11-21/211 IX2 ATTAGHED TO WALL W/ 2 ROWS 3-1/2" x #8 SGREWS AT 6" O.G. G.G. TO PROVIDE BLOGKING AT TOP 4 BOT. DURING FRAMING 3/4" PLYWOOD SHELVES -1 X 6 WOOD GHAIR RAIL (TYP) n� vvlJ K ri I NYL BASE 4 GUBB I E DETAIL 1/2 (4) FOUR Ila" REMOVABLE 11 1,-411 HARDBOARD 5HELVE5- Q, I PROVIDE PAINT FIN15H 1/2" VERT. DIVIDER5 WITH PLA5TIG LAM. FIN15H- ROUTE TO RECEIVE HARDBOARD 5LOT5 1 1/211 ADJU5TABLE SHELF WITH PLA5TIG LAM. FIN15H-(TYP) SHELF 5TANDARD5 REGE55 TO BE BRA55 KIGK-PLATE FLUSH WITH 51DE5 AT FRONT OF COUNTER NOTES: 5EE 5PEGIFIGATION5 FOR WOOD BASE TO 3' TYPIGAL GABINETRY GON5T. 2-611 MATCH WALL REQUIREMENT5. BASE ALL CABINET PANEL5 SHALL BE 3/4" PARTICLE BOARD WITH SOLID WOOD E061% PLA5TIG LAM. FIN15H- (TYP) I O REGEPT. DESK 3/4" =1'-0" ■ 1x4 BACK-5PLA5H - WITH PLA5TIG LAM. FIN15H- (TYP) PROVIDE GONGEALEE WOOD BLOCKING OPEN GOUNTERTOP LOGATION5 5GREW ATTACH GOUNTERTOP BRAG€ TO WD BLOGKIN6 WITH (2)#12 5GREW5 AND FIN15H WA5HER5 WASHERS ® 36" OG TYP. TOP 4 BOTT. NOTE: 5EE 5PEGIFIGATION5 FOR TYPICAL GABINETRY GONST. REQUIREMENT5. 3/4" PARTICLE BOARD GOUNTERTOP WITH SOLID WOOD EDGING $ PLA5TIG LAM. FIN15H- (TYP) 2'-I" F , II/2" 1x4 0 METAL BRACE a N � T'I'P. DESK GOUNTER 3/4" =1'-O" NOTE: ALL EXPOSED SURFAGE5 TO HAVE 1x2 CLEAT AT PLA5TIG LAMINATE FIN15H- 5EE EACH BRAGS-(TYP FIN15H 5GHEDULE FOR LAMINATE COLOR. 2x8 GONGEALED WOOD BLOGKIN 3/4" COUNTERTOP WITH PLA5TIG (TYP) I -4. AT SHELF 11 LAM. PROVIDE 1 1/2" RADIUS LOCATIONS - AT EXPOSED CORNERS. LOGKIN6 P15INFECTANT I V GABINET W/ ADJU5TABLE iv SHELF 6" AT PERIM. OF GABINET FLAT PANEL TV ON �m in UCL 3/4" PLYWOOD TOP 3/4" PARTICLE BOARD BRACE WITI- N \ 7 w N. GONTRAGTOR No - i P-4" 4 3/4" PLYWOOD w I x 2 ATTACHED TO FIN15H- TYP. EACH WALL WITH 3" x #8 TV MOUNT 5GREW5 ® 6" OL �GAA'IE rGR WALL RECESS ALL DISINFECTANT NOTE: GA5INET5 WITH 50LID WOOD EDGING IN5TALL ACCENT TILES TV GABINET t PLA5TIG LAM. FIN15H- (TYP) IN A "CHECKER BOARD" 16 TYP. BASE GAB I NET 51411=11-011 PATTERN. 2'-8 1/2" 6'-O" N 2 -FILE DRAWERS I STAGE FLOOR FLAN I$ PATI RN 18 D I S I N��GTANT GAS I NST 3/811=11-011 = i -0 ■ Ps-MW24 ■ INSTALLATION NOTES: INSTALL PLEXIGLASS MIRROR PER MANUFAGTURER'5 REGOMMENDATION5, U.N.O. SIZE MIRROR TO ELIMINATE GAPS BETWEEN MIRROR AND WOOD TRIM. NO SHARP EDGES. MIRROR TO HAVE 1" RADIUS ROUNDED GORNER. 4'-0" z --I X 6 MIRROR-�_ \\\ I " RADIUS f GORNER5 -BA5E (TYP) ELEVATION SIDE VIEW 50 AAGT I V I TY MIRROR N7 DETAIL Ps-MNV7 ' 1x4 GOUNTERTOP 3/4" PLYWOOD AT SINK FRAME-(TYP) LOGATION5. OTHERWISE 1x4 WOOD BAGK- 3/4" PARTICLEBOARD 5PLA5H- (TYPJ 1 1/2" 1x4 WOOD BLK'6 CONT. ® BACK Of CABINET 3/4" CABINET DOC'QS AND 1/4" HARDBOARD WITH PLA5TIG DRAVER FRONT 0 LAMINATE FIN15H WOOD PERIM. 2 WOOD FACE FRAME5-(TYP) z - FRAME � o� z Q SHELF A5 INDIGA - > - PER THE INTERIOF LU w ELEVATION5 5GREW ATTACH m �GABINET5 TO STUDS WITH #12 5GREW5 4 FIN15H VINYL BASE TO MATCHWA5HER5 ® 16" 0 WALL BA5E INDICATED 4/20" OR 24" (TYP. ON THE FINISH 75EE INTERIOR SCHEDULE- (TYP) ELEVATION5 2x4 PT WOOD CABINET NOTE: 5EE 5PECIFIGATION5 FOR BASE FRAME TYPICAL GABINETRY CON: REQUIREMENT5. TYP. BASE GAB I NET 3/4(: ) W/ DRAVqERS I$ DOORS >R-CAOM I 20 F� TOP OF GABINET 15 EXP05ED TV PROVIDE PLA5TIG LAM. GLO5URE TRIM ® PERIM. OF CABINET TV NO"T"E: 5EE 5PEGIFIGATION5 FOR TYPICAL GABINETRY GON5T. GABLE TV REQUIREMENTS. CONNECTION MPUTER GONNEGTION (2) DUPLEX REGEPTAGLE5 1 MEDIA GAE31 NET FLAN 4'-0" 3/4" PLYWOOD 5HELVE5 1X2 CLEA 1 II" m - J m m 1 IN - 1/2" PLYWOOD 1X2 ATTACHED TO W/ EDGING WALL W/ 3-1/2" x #8 5GREW5 o 6" O.G. 3/4" END PANELS m G.G. TO PROVIDE BLOGKINS RECESS TOP 4 BOT. DURING FRAMING ALL DISINFECTANT CABINETS 1 INFANT GUBB I E DETAIL 1/211=1 _Oil ■ ■ 1 x 2 CONT. I 3" RADIUS, 3/4" END PANELS 11-21/211 IX2 ATTAGHED TO WALL W/ 2 ROWS 3-1/2" x #8 SGREWS AT 6" O.G. G.G. TO PROVIDE BLOGKING AT TOP 4 BOT. DURING FRAMING 3/4" PLYWOOD SHELVES -1 X 6 WOOD GHAIR RAIL (TYP) n� vvlJ K ri I NYL BASE 4 GUBB I E DETAIL 1/2 (4) FOUR Ila" REMOVABLE 11 1,-411 HARDBOARD 5HELVE5- Q, I PROVIDE PAINT FIN15H 1/2" VERT. DIVIDER5 WITH PLA5TIG LAM. FIN15H- ROUTE TO RECEIVE HARDBOARD 5LOT5 1 1/211 ADJU5TABLE SHELF WITH PLA5TIG LAM. FIN15H-(TYP) SHELF 5TANDARD5 REGE55 TO BE BRA55 KIGK-PLATE FLUSH WITH 51DE5 AT FRONT OF COUNTER NOTES: 5EE 5PEGIFIGATION5 FOR WOOD BASE TO 3' TYPIGAL GABINETRY GON5T. 2-611 MATCH WALL REQUIREMENT5. BASE ALL CABINET PANEL5 SHALL BE 3/4" PARTICLE BOARD WITH SOLID WOOD E061% PLA5TIG LAM. FIN15H- (TYP) I O REGEPT. DESK 3/4" =1'-0" ■ 1x4 BACK-5PLA5H - WITH PLA5TIG LAM. FIN15H- (TYP) PROVIDE GONGEALEE WOOD BLOCKING OPEN GOUNTERTOP LOGATION5 5GREW ATTACH GOUNTERTOP BRAG€ TO WD BLOGKIN6 WITH (2)#12 5GREW5 AND FIN15H WA5HER5 WASHERS ® 36" OG TYP. TOP 4 BOTT. NOTE: 5EE 5PEGIFIGATION5 FOR TYPICAL GABINETRY GONST. REQUIREMENT5. 3/4" PARTICLE BOARD GOUNTERTOP WITH SOLID WOOD EDGING $ PLA5TIG LAM. FIN15H- (TYP) 2'-I" F , II/2" 1x4 0 METAL BRACE a N � T'I'P. DESK GOUNTER 3/4" =1'-O" NOTE: ALL EXPOSED SURFAGE5 TO HAVE 1x2 CLEAT AT PLA5TIG LAMINATE FIN15H- 5EE EACH BRAGS-(TYP FIN15H 5GHEDULE FOR LAMINATE COLOR. 2x8 GONGEALED WOOD BLOGKIN 3/4" COUNTERTOP WITH PLA5TIG (TYP) I -4. AT SHELF 11 LAM. PROVIDE 1 1/2" RADIUS LOCATIONS - AT EXPOSED CORNERS. I I "PUT-DOWN" 3/411=1 Loll GOUNTER DETAIL Pill Z -) I V ras O iv U_ `p AT PERIM. OF GABINET FLAT PANEL TV ON �m in UCL 3/4" PLYWOOD TOP 3/4" PARTICLE BOARD BRACE WITI- t 21, T N. GONTRAGTOR PLA5TIG LAM. FIN15H. LOCATE i IN R ED) PROVIDE SOLID BRAGE5 ® 6" FROM SHELF EN05 w 2x BLOGKINC FOR FIN15H- TYP. EACH AND o CENTER. TV MOUNT 36 ; a �GAA'IE rGR 3/4" PARTIGLE BOARD BACK i orn HAVE KEY LOCKS d WIRE WITH PLA5TIG LAM. FIN15H- P. ---_--- ----��- N\ DOOR PULL5 m 5EGURE SHELF WITH 3"X#10 5GREY)E WITH PLASTIC N i 4 FIN15H WASHERS ® 12" OG. I I "PUT-DOWN" 3/411=1 Loll GOUNTER DETAIL Pill FRONT ELEVATION FLAT 5GREEN TV (BY OWNER) MOUNT (OWNER FURNISHED - CONTRAGTOR IN5TALLED) 1/2" x 2" TRIM WITH PLA5TIG LAM. FIN15H BY GABINET MANUF.- TYP. ® PERIM. OF CABINET TYPICAL WIRE PULLS 3/4" CABINET DOOR5 WITH GONGELAED HIN6E5 4 WOOD PERIM. FAGE FRAME54TYP) 2x4 PT WOOD GABINET BA5E FRAME VINYL BA5E TD MATGI - ADJACENT WALL BA5E (5PEGIAL COLOR) 5EGTI ON i� 2x12 SOLID }E GL05URE TRIM WITH ras O PLA5TIG LAM. FIN15H `p AT PERIM. OF GABINET FLAT PANEL TV ON �m in UCL 3/4" PLYWOOD TOP 5EGURE MOUNTING t 21, T N. GONTRAGTOR LU ❑�UQ�04 v_ i IN R ED) PROVIDE SOLID � U 4'-0" 2x BLOGKINC FOR FIN15H- TYP. EACH I TV MOUNT 36 ; a �GAA'IE rGR ALL CABINET DOOR5 TO i orn HAVE KEY LOCKS d WIRE ---_--- ----��- N\ DOOR PULL5 m -- - `N WITH PLASTIC N i DOORS SHALL HAVE INN I .' `. CONGEALED HIN6E5 1 I I ADJUSTABLE SHELF I = I I. 5EE 5PEGIFICATION5 FOR TYPIGAL GABINETRY I I GON5TRUGTION REQUIREMENT5. • 2. GABINETRY PANEL5 AND DOOR5 5HALL BE 3/4" VINYL BASE FRONT ELEVATION FLAT 5GREEN TV (BY OWNER) MOUNT (OWNER FURNISHED - CONTRAGTOR IN5TALLED) 1/2" x 2" TRIM WITH PLA5TIG LAM. FIN15H BY GABINET MANUF.- TYP. ® PERIM. OF CABINET TYPICAL WIRE PULLS 3/4" CABINET DOOR5 WITH GONGELAED HIN6E5 4 WOOD PERIM. FAGE FRAME54TYP) 2x4 PT WOOD GABINET BA5E FRAME VINYL BA5E TD MATGI - ADJACENT WALL BA5E (5PEGIAL COLOR) 5EGTI ON i� 2x12 SOLID 1(4 MEDIA CABINET ELEVATION ff SEGTION 51,511=11-011 }E BLOGKIN6 ras O 2x4 ® Ib"o.c. Hl `p 5/8" DW EA. SIDE N �m in UCL 3/4" PLYWOOD TOP N-ji-cMV >(DoF^cm t 21, T ADJUSTABLE SHELF LU ❑�UQ�04 v_ i co WITH PLA5TIG LAM. � U C.1 FIN15H- TYP. EACH 36 ; a 51DE OF CENTER \ i orn SUPPORT OPEN 1/4" HARDBOARD WITH PLASTIC �1 LAMINATE FIN15H '9 1 NOTE -5: N I = I I. 5EE 5PEGIFICATION5 FOR TYPIGAL GABINETRY I I GON5TRUGTION REQUIREMENT5. • 2. GABINETRY PANEL5 AND DOOR5 5HALL BE 3/4" - trI N1# PARTIGLE BOARD WITH PLA5TIG LAMINATE FIN15H a-01 UE ON ALL 5URFAGE5. PROVIDE 50LID WOOD ED61N6 m s u 0 AT PERIMETER OF ALL PANELS. ol 2'-0" 3. 5EE FIN15H 5GHEDULE FOR PLA5TIG LAMINATE GOLOR5. 4. ALL ELECTRONIC EQUIPMENT 15 NOT IN GONGTRAGT. 1(4 MEDIA CABINET ELEVATION ff SEGTION 51,511=11-011 1MRp tak`rtt► L2 }E 3 ras O Q Y O� M C `p N �m in UCL a•1 N-ji-cMV >(DoF^cm t 21, T N LU ❑�UQ�04 v_ i co � � U C.1 36 ; a \ i orn -OL xQ- maO m 'Din �1 CCiNL.Q0 C a; 'DEG _F n • 4 C a-01 UE m s u 0 23 "3>1oo` o m0oh - ", m IS m�� '' II O O c s v a FE L U_ N 0 6� v t a 0 LL -_ N �s • O s N L C Z J o E < D_ 1MRp tak`rtt► L2 }E 3 = Q O Q Y O� M C WM�� a actd000)-0 N aV��o U) "t EE1 a•1 N-ji-cMV >(DoF^cm t a. < N LU ❑�UQ�04 v_ i co � � U C.1 5( a .`N" ` ! as>�. El FCTRONIG SEAL 4 516NATi1RE Site: PRIMROSE SCHOOL at WEST CARMEL 3"738-3-746 W. g8th St. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: GA5EWORK DETA I L5 Date: Drn: STAFF 8/la/2013 Gkd: MDP Drawing Number: A5.85 Revi5lon5: bid &permit set 3'-011 L Jr 14 I� AS.q 24 m u I I # I 8 A5.q 16 TOILET 3 L -' 12 I � I I Jr F-1 I TOILET #35/a" =1'-0" Q14 TO I LET #4/5 (YON 23 M05.) TODDLERS $ TODDLER5- RLY PRE5GHOOL-24 TO 55 M05.) 12 TOWALL GOVER6 21-611 BORDER-51EE 3'Tx8"D. WALL_\ ROOM FIN15H CABINET W/3" SCHEDULE TOP FILLER - TYP ♦ FL \ z \ Q \ (L 42" GRAB BAR \` \ I ` I'-0" / / BAR � / / / / / N --cz� :_,, =� -� � 36" GRAB TOILET ELEVATION z LL z a STD WALL COVER' %n : BORDER-5EE TRIM -PAINT ROOM FIN15H / 5GHEDULE \\\ 3q"-41" 3E311 5 2" GRAB \ I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT \ Q 2" GRAB BAR OPEN TO q / u� -c / 0 0 / N N U_ � _ / / z LL z a STD b" GOVE BA5E / 8 TOILET ELEVATION 3/8"=1'-O" BAR 36" GRAB B �O N / %n : STROBE TRIM -PAINT X 0) QYMrnW LL '116_ / /" \\\ ❑ 3E311 5 / \ I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT \ / 2" GRAB BAR OPEN TO q / u� -c / 0 N / N / � Std / / roam'DM L 0� L h -T 42" GRAB BA / Qt 14D 13 \ 36" GRAB BA o WITH POWDER -COATED EPDXY FINISH INSTEAD OF PLYWOOD BOXES U.N.O. Q / ILI - ♦ .- O PAIL 01 R ♦ oT�Q= Q�ll � 1'-8" 2,417.1 ♦ 5. ALL GA5E4OW TO HAVE 6AP5 AND V0105 FILLED WITH APPROPRIATE / � v I. PROVIDE A GLEARANGE OF AT LEA5T 27 AFF TO THE BOTTOM OF EXGEPT IN TEXAS, WHERE IT SHALL BE 36" FROM CAULK SEALANT, APPLIED PER MFG. SPECS. 51LIGONE SEAL ALL JUNGTURE5 b" GOVE BA5E / 8 TOILET ELEVATION 3/8"=1'-O" BAR 36" GRAB B �O N 3 TOILET #6 3/8"=1'-o" 4 TO I LETS #1 1$ 8 3/811= I '-o" (EARLY PiZE5GH00L-24 TO 35 M05.) (PRE5GHOOL-3(b TO 41 M05.) WALL BORDI ROOM 5GHEL TOILET ELEVATION 3/8" = I' -o" 0 dJ 10 TOILET ELEVATION / %n : 36" GRAB BAR TRIM -PAINT X 0) QYMrnW LL '116_ / ' i / 3E311 5 FOR LOGATIO Q I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT \ / 2" GRAB BAR OPEN TO q / u� -c / 0 N / N / � Std / / roam'DM L 0� L h -T N / Qt 14D 13 \ / / o WITH POWDER -COATED EPDXY FINISH INSTEAD OF PLYWOOD BOXES U.N.O. 42 GRAB B / ILI fV ♦ .- / LEDIAPER PAIL 01 R ♦ oT�Q= Q�ll � 1'-8" 2,417.1 ♦ 5. ALL GA5E4OW TO HAVE 6AP5 AND V0105 FILLED WITH APPROPRIATE / � v I. PROVIDE A GLEARANGE OF AT LEA5T 27 AFF TO THE BOTTOM OF EXGEPT IN TEXAS, WHERE IT SHALL BE 36" FROM CAULK SEALANT, APPLIED PER MFG. SPECS. 51LIGONE SEAL ALL JUNGTURE5 �z LL BEIYEEN PLASTIC LAMINATE TOPS, BAGKSPLASHES, AND WALLS. cv p V > o SINKS 5HALL HAVE A MAXIMUM DEPTH OF 65". b. PULLS SHALL BE 4" ALMOND COLORED WIRE PULL5. O ' ♦ / ♦ J aQ-Lfi L a' DURABLE FIN15H AT ALL SIDES OF 9HELVE5. NO EXP05E RAW WOOD FINISH. ♦ E cV c� ♦ ♦ 8. U5E I/2 MIL PVG FOR ALL GABINET EDGE BANDING. 3 TOILET #6 3/8"=1'-o" 4 TO I LETS #1 1$ 8 3/811= I '-o" (EARLY PiZE5GH00L-24 TO 35 M05.) (PRE5GHOOL-3(b TO 41 M05.) WALL BORDI ROOM 5GHEL TOILET ELEVATION 3/8" = I' -o" 0 dJ 10 TOILET ELEVATION (IN51DE GLEAR) TO I LETS #q I$ 10 (EXPLORER'S -60+ M05.) 3/8" = I '-o" D15INFEGTANT CABINET 11_41: WITH KEY LOGK. C- ' COVE L �- BORDER ♦J D. 42" GRAB BA 1 3(0" GRAB BA Q O i N d) - b" GOVE BASE I I TOILET ELEVATION o %n : 36" GRAB BAR TRIM -PAINT X 0) QYMrnW LL '116_ i ' i CL 3E311 5 FOR LOGATIO Q I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT \ \ 2" GRAB BAR OPEN TO q IQ" FOR ADULTS. CONTROL DELIVERY, OR THAT DO NOT PERMIT CONTINUOUS u� -c GLA55ROOM 5 T 0 N ♦ N ♦ � Std \ roam'DM L 0� L h -T N N Qt 14D 13 \ o WITH POWDER -COATED EPDXY FINISH INSTEAD OF PLYWOOD BOXES U.N.O. 42 GRAB B 5 ILI fV 4. ALL GOUNTERTOP5 TO HAVE 1 1/2" MIN. RADIU5 ROUNDED CORNERS. ALL .- / LEDIAPER PAIL 01 f% 5EEi 2 oT�Q= Q�ll � 1'-8" 2,417.1 LAVATORIES EDGE OF TOILET TO CENTERLINE OF DISPENSER 5. ALL GA5E4OW TO HAVE 6AP5 AND V0105 FILLED WITH APPROPRIATE / (IN51DE GLEAR) TO I LETS #q I$ 10 (EXPLORER'S -60+ M05.) 3/8" = I '-o" D15INFEGTANT CABINET 11_41: WITH KEY LOGK. C- ' COVE L �- BORDER ♦J D. 42" GRAB BA 1 3(0" GRAB BA Q O i N d) - b" GOVE BASE I I TOILET ELEVATION TD. O N b" DOVE BA5E (12"-36") I2 TOILET ELEVATION I TOILET ELEVATION 11 I -oil 11 1 3'Tx8"D. WALL GABINET W/3" TOP FILLER - TYP \ STROBE ❑ L ---------J TLT #12 F1 n (: 6 TOILETS # 11 4 12 WALL GOVER6 (KINDER67ARTEN-48 TO 5q M05.) 3/8"=I' -O" BORDER-5EE 2'-6" ROOM FINISH 5GHEDULE 3'Tx8"0. WALL DISINFECTANT CABINET , � CABINET W/3" WITH KEY LOGK. TOP FILLER - TYP 42" GRAB B 1'-0" 1 36" GRAB BA N EE 2 O (K dJ N -' C ;I 42" GRAB 1 36" GRAB BAR n PD 5TD.TP el TYP TI T P A Pr-± 14 TOILET ELEVATION I )TOILET ELE\/ATI ON 16)TOILET EL, E\/ATI ON I TOILET ELEVATION 3/a"= I' -o" 18 TOILET ELE\/ATI ON I � TOILET ELEVATION 2 TOILET ELEVATION HOLDER DETAIL 3/8 I O 5/8 I O 3/8 =1 -O 3/8 - I'_0 3/8 = I O 3/8 - I O (GH I LDREN 5) 3/8 =1'-O" PAPER TOWEL 150AP D15PEN5ER - 21-6" 3'Tx8'D. FULLY RECE55ED WALL ANSI 11-7.1-2005 PROVIDED BY OWNER, INSTALLED BY G.G. G " G I. ALL 5A5E CABINET PARTS, DRAWER FRONT5 AND DOORS 5HALL BE TOP FILLER - TYP HAND I C AFF DA(- ( - f= �� I I L I TY i� Q I�J FABRICATED FROM 3/4" PARTICLE BOARD W/PLASTIG LAMINATE PINION o GASE Nix 36" GRAB BAR TRIM -PAINT X 0) QYMrnW LL '116_ i ' i \ N FOR LOGATIO Q I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT \ \ 2" GRAB BAR TD. O N b" DOVE BA5E (12"-36") I2 TOILET ELEVATION I TOILET ELEVATION 11 I -oil 11 1 3'Tx8"D. WALL GABINET W/3" TOP FILLER - TYP \ STROBE ❑ L ---------J TLT #12 F1 n (: 6 TOILETS # 11 4 12 WALL GOVER6 (KINDER67ARTEN-48 TO 5q M05.) 3/8"=I' -O" BORDER-5EE 2'-6" ROOM FINISH 5GHEDULE 3'Tx8"0. WALL DISINFECTANT CABINET , � CABINET W/3" WITH KEY LOGK. TOP FILLER - TYP 42" GRAB B 1'-0" 1 36" GRAB BA N EE 2 O (K dJ N -' C ;I 42" GRAB 1 36" GRAB BAR n PD 5TD.TP el TYP TI T P A Pr-± 14 TOILET ELEVATION I )TOILET ELE\/ATI ON 16)TOILET EL, E\/ATI ON I TOILET ELEVATION 3/a"= I' -o" 18 TOILET ELE\/ATI ON I � TOILET ELEVATION 2 TOILET ELEVATION HOLDER DETAIL 3/8 I O 5/8 I O 3/8 =1 -O 3/8 - I'_0 3/8 = I O 3/8 - I O (GH I LDREN 5) 3/8 =1'-O" PAPER TOWEL 150AP D15PEN5ER - 21-6" 3'Tx8'D. FULLY RECE55ED WALL ANSI 11-7.1-2005 PROVIDED BY OWNER, INSTALLED BY G.G. G " G I. ALL 5A5E CABINET PARTS, DRAWER FRONT5 AND DOORS 5HALL BE TOP FILLER - TYP HAND I C AFF DA(- ( - f= �� I I L I TY i� Q I�J FABRICATED FROM 3/4" PARTICLE BOARD W/PLASTIG LAMINATE PINION b" COVE BASE IN50LATE HOT WATER 4 DRAIN PIPE5 TO PROTEGT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRA51VE 5URFAGE5. 2 I TOILET ELEVATION 22 TOILET ELEVATION 3/8"- 1'-O'I i _ i _, -- - z LL z o 2" GRAB BAR 36" GRAB BAR GON5TR1GTION. X 0) QYMrnW LL '116_ atd - ' N � b" COVE BASE IN50LATE HOT WATER 4 DRAIN PIPE5 TO PROTEGT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRA51VE 5URFAGE5. 2 I TOILET ELEVATION 22 TOILET ELEVATION 3/8"- 1'-O'I i _ i _, -- - z LL z o 0 \ GON5TR1GTION. X 0) QYMrnW LL '116_ \ ' 5EE PLAN \ N FOR LOGATIO Q I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT FROM 3/4" PARTICLE BOARD KVLASTIG LAMINATE FINISH. CABINET BACK \ 2" GRAB BAR �.! IQ" FOR ADULTS. CONTROL DELIVERY, OR THAT DO NOT PERMIT CONTINUOUS " 36" GRAB BAR -c co U 0 PAPER FLOW, SHALL NOT BE USED. ♦ OILM�96 ♦ � Std \ roam'DM L 0� L h -T N N Qt 14D 13 \ 3. A 24",56" AND A 42" GRAB BAR5 SHALL BE MOUNTED THAN 4" FROM THE SIDE WALL. WITH POWDER -COATED EPDXY FINISH INSTEAD OF PLYWOOD BOXES U.N.O. 42 GRAB B ILI A5 5HOWN IN PLAN AND ELEVATION5. 4. ALL GOUNTERTOP5 TO HAVE 1 1/2" MIN. RADIU5 ROUNDED CORNERS. ALL .- ot_� �� :; 3. IN5TALL TOILET PAPER D15PEN5ER"-q" FROM FRONT / oT�Q= Q�ll � / LAVATORIES EDGE OF TOILET TO CENTERLINE OF DISPENSER 5. ALL GA5E4OW TO HAVE 6AP5 AND V0105 FILLED WITH APPROPRIATE / � v I. PROVIDE A GLEARANGE OF AT LEA5T 27 AFF TO THE BOTTOM OF EXGEPT IN TEXAS, WHERE IT SHALL BE 36" FROM CAULK SEALANT, APPLIED PER MFG. SPECS. 51LIGONE SEAL ALL JUNGTURE5 �z LL BEIYEEN PLASTIC LAMINATE TOPS, BAGKSPLASHES, AND WALLS. cv p V > o SINKS 5HALL HAVE A MAXIMUM DEPTH OF 65". b. PULLS SHALL BE 4" ALMOND COLORED WIRE PULL5. O ' - / 1. ALL FOOD 5TORA7E SHELVES SHALL HAVE A SMOOTH, GLEANABLE AND J aQ-Lfi L a' DURABLE FIN15H AT ALL SIDES OF 9HELVE5. NO EXP05E RAW WOOD FINISH. N I� b" COVE BASE IN50LATE HOT WATER 4 DRAIN PIPE5 TO PROTEGT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRA51VE 5URFAGE5. 2 I TOILET ELEVATION 22 TOILET ELEVATION 3/8"- 1'-O'I i _ i _, -- - z LL z CABINET BACK PANEL SHALL BE 1/4' HARDBOARD W/ PLASTIC LAM. FIN15H AND IX4 WOOD BLOGKING DONT. SIE GABINETRY OPEC. AND DETAIL5 FOR o 0 WATER GLO5ET5 TOILET PAPER DISPENSERS GON5TR1GTION. X 0) QYMrnW LL '116_ ' 5EE PLAN 2. ALL WALL MOUNTED GABINET PARTS AND DOORS SHALL BE FABRICATED N FOR LOGATIO Q I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT FROM 3/4" PARTICLE BOARD KVLASTIG LAMINATE FINISH. CABINET BACK Qp O 2" GRAB BAR �.! IQ" FOR ADULTS. CONTROL DELIVERY, OR THAT DO NOT PERMIT CONTINUOUS " 36" GRAB BAR -c co U 0 PAPER FLOW, SHALL NOT BE USED. BLOGKING DONT. SEE CABINETRY 5PEG. AND DETAILS FOR GONSTRUGTION. OILM�96 � Std roam'DM L 0� L h -T N N Qt 14D 13 „ CABINET BACK PANEL SHALL BE 1/4' HARDBOARD W/ PLASTIC LAM. FIN15H AND IX4 WOOD BLOGKING DONT. SIE GABINETRY OPEC. AND DETAIL5 FOR 4. MIRRORS 5HALL BE MOUNTED WITH THE BOTTOM OF THE REFLEGTIVE 3'-O° SURFAGE NO HIGHER THAN 40", (34" MAX. AT GHILDREN5a A II. LGKING: G.G. TO PROVIDE ADEQUATE WOOD BLOCKING IN WALLS FOR ALL CABINETS, SHELVES AND ANY OTHER WALL MOUNTED ITEM, AS REQUIRED. (12"-36") GRAB BAR 12.5EE A-2.2 FOR PLASTIC LAMINATE COLORS. b" COVE BA5E GENERAL GONTRAGTOR NOTE: 13.GASEWORK SHALL BE KEYED AS FOLLOWS: I. OFFICE AND GHEGK5, GOMPLY FOR ALLOWABLE 5TRE55E5 IN BENDING, SHEAR AND 2. REGEPTION,-KITCHEN 4 3 CLASSROOMS TEN51ON 5HALL NOT BE EXCEEDED FOR MATERIAL5 U5ED WHEN A A COPY OF SHEET A5.9 SHALL BE VERTICAL OR HORIZONTAL FORGE OF 250 L55.15 APPLIED AT ANY FURNISHED TO PLUMBING CONTRACTOR. 18GA�3I NTRY NOTES 23 TOILET ELEVATION 24 TOILET ELEVATION POINT ON THE GRAB BAR. 3/8"=1 '-O" 3/8 11 = I' -O" NOTE: HANDRAIL5 5HALL PROVIDE AN EQUIVALENT GRIPPING SURFAGE OF A NOMINAL DIAMETER OR WIDTH OF 1 1/4" TO 1 1/211 . o 0 WATER GLO5ET5 TOILET PAPER DISPENSERS GON5TR1GTION. X 0) QYMrnW LL '116_ S L 2. ALL WALL MOUNTED GABINET PARTS AND DOORS SHALL BE FABRICATED N U) E Q=moo Q I. THE 5EAT HEIGHT OF THE WATER CL05ET SHALL BE 11" To I. INSTALL AS INDICATED ON ELEVATIONS. DISPENSERS THAT FROM 3/4" PARTICLE BOARD KVLASTIG LAMINATE FINISH. CABINET BACK Qp O �.! IQ" FOR ADULTS. CONTROL DELIVERY, OR THAT DO NOT PERMIT CONTINUOUS PANEL SHALL BE 3/8" PLYWOOD W/ PLASTIC LAM. FIN15H AND IX4 WOOD -c co U PAPER FLOW, SHALL NOT BE USED. BLOGKING DONT. SEE CABINETRY 5PEG. AND DETAILS FOR GONSTRUGTION. OILM�96 2. FLUSH CONTROLS SHALL BE MOUNTED FOR USE ON THE WIDE 3. ALL GABINET DOORS AND PRAYERS IN GLA55ROOM5 TO HAVE CHILD roam'DM L 0� L h -T SIDE OF THE TOILET. 2. TOILET PAPER DISPENSER SHALL NOT PROJECT MORE RESISTANT KEY TYPE LATCHING DEVICES. USE METAL DRAWER SIDES Qt 14D 13 „ 3. A 24",56" AND A 42" GRAB BAR5 SHALL BE MOUNTED THAN 4" FROM THE SIDE WALL. WITH POWDER -COATED EPDXY FINISH INSTEAD OF PLYWOOD BOXES U.N.O. 42 GRAB B A5 5HOWN IN PLAN AND ELEVATION5. 4. ALL GOUNTERTOP5 TO HAVE 1 1/2" MIN. RADIU5 ROUNDED CORNERS. ALL .- ot_� �� :; 3. IN5TALL TOILET PAPER D15PEN5ER"-q" FROM FRONT 5HARP GORNER5 SHALL BE GHAMFERED OR ROUNDED OVER oT�Q= Q�ll � LAVATORIES EDGE OF TOILET TO CENTERLINE OF DISPENSER 5. ALL GA5E4OW TO HAVE 6AP5 AND V0105 FILLED WITH APPROPRIATE 36�� GRAB BA I. PROVIDE A GLEARANGE OF AT LEA5T 27 AFF TO THE BOTTOM OF EXGEPT IN TEXAS, WHERE IT SHALL BE 36" FROM CAULK SEALANT, APPLIED PER MFG. SPECS. 51LIGONE SEAL ALL JUNGTURE5 THE APRON. THE RIM SHALL BE NO HIGHER THAN 34" MAX. THE BACK WALL TO OUTSIDE FAGE OF D15PEN5ER BEIYEEN PLASTIC LAMINATE TOPS, BAGKSPLASHES, AND WALLS. > o SINKS 5HALL HAVE A MAXIMUM DEPTH OF 65". b. PULLS SHALL BE 4" ALMOND COLORED WIRE PULL5. O ' - 2. HCT WATER AND DRAIN PIPES UNDER THE LAY SHALL BE 1. ALL FOOD 5TORA7E SHELVES SHALL HAVE A SMOOTH, GLEANABLE AND J aQ-Lfi L a' DURABLE FIN15H AT ALL SIDES OF 9HELVE5. NO EXP05E RAW WOOD FINISH. N I� E cV c� INSULATED AND PROTECTED. 8. U5E I/2 MIL PVG FOR ALL GABINET EDGE BANDING. 3. ALL FAUGET5 SHALL BE LEVER TYPE. a. USE I/2 MIL MELAMINE ON VERTICAL 5URFAGE5. � C� l l 10 ALL GABINET INTERIORS TO BE WHITE MELAMINE 4. MIRRORS 5HALL BE MOUNTED WITH THE BOTTOM OF THE REFLEGTIVE 3'-O° SURFAGE NO HIGHER THAN 40", (34" MAX. AT GHILDREN5a A II. LGKING: G.G. TO PROVIDE ADEQUATE WOOD BLOCKING IN WALLS FOR ALL CABINETS, SHELVES AND ANY OTHER WALL MOUNTED ITEM, AS REQUIRED. (12"-36") GRAB BAR 12.5EE A-2.2 FOR PLASTIC LAMINATE COLORS. b" COVE BA5E GENERAL GONTRAGTOR NOTE: 13.GASEWORK SHALL BE KEYED AS FOLLOWS: I. OFFICE AND GHEGK5, GOMPLY FOR ALLOWABLE 5TRE55E5 IN BENDING, SHEAR AND 2. REGEPTION,-KITCHEN 4 3 CLASSROOMS TEN51ON 5HALL NOT BE EXCEEDED FOR MATERIAL5 U5ED WHEN A A COPY OF SHEET A5.9 SHALL BE VERTICAL OR HORIZONTAL FORGE OF 250 L55.15 APPLIED AT ANY FURNISHED TO PLUMBING CONTRACTOR. 18GA�3I NTRY NOTES 23 TOILET ELEVATION 24 TOILET ELEVATION POINT ON THE GRAB BAR. 3/8"=1 '-O" 3/8 11 = I' -O" NOTE: HANDRAIL5 5HALL PROVIDE AN EQUIVALENT GRIPPING SURFAGE OF A NOMINAL DIAMETER OR WIDTH OF 1 1/4" TO 1 1/211 . 1MR0 CL_ o 0 L >Q U > V X 0) QYMrnW LL '116_ S L Q�0000)'0 ul N U) E Q=moo Q >. W P ^ Lo >3U V) Qp O �.! � - M L V L - C 4 -c co U S 0 O OILM�96 l 1 roam'DM L 0� L h -T Qt 14D 13 cVm� �s �E 0 9 .- ot_� �� :; VJ oT�Q= Q�ll � o ILD 0 N oz > o J aQ-Lfi L a' S � C� l l E v Q V 0 nn\\ N O v �l1 N O a 0 m o 'L � L a a �� o 0 V O '- s N LC 11OLN Z L. 0 :h m v O E Q >1 1MR0 CL_ o 0 L >Q U > V X 0) QYMrnW LL '116_ LU V co Q�0000)'0 ul N U) E Q=moo Q >. W P ^ Lo >3U V) 0JIxOc? C CU ?: Fn � Q vim_ -c co U ? os ? �t 6 ELECTRONIC SEAL 4 51GNATURE Site: PRIMROSE SCHOOL at WEST CARMEL 3'138-3-746 W. 98th 5t. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: TO I LET ROOM DETAILS, Date: Drn: STAFF 5/IG/2013 Gkd: MDP Drawing Number: A5.cf Revisions: bid &permit set PROVIDE GONGEALED WOOD BLOGKIN6 A5 REQUIRED NOTE: 5EGURE SHELF W/ (2) #12 5C 8 FIN15H WA5HER AT EACH 3/4" PART. BD. BAGK WITH PLA5TIG LAM. FIN15H 3/4" PART. BD. SHELF 5" BRAGKET AT EACH END W/ PLA5TIG LAM. FIN. 3/4" PARTICLE BOARD 5HEI W/ PLA5TIG LAM. FIN. MOUNTING H6T. PER FLOOR PLA 111/2" X2 GONT. W/ PLA5TIG LAM. FIN15H FIN15H NOTE: ALL EXPOSED %WAGE5 TO HAVE 5EGTION PLA5TIG LAMINATE FIN15H. REFER ELEVATION TO FIN15H 5GHEDULE FOR GOLOR. I MOOD SHELF DETAIL I i/211=11-011 PR-,SWUI e"M�MvpNow. 2 NUTGN GA f3I NET DETAIL NTS TYP. 3/Ib — — — — — — — — — — — — 3 1/2"Wx3/8" THK. STEEL 6" PLATE BRACKET VELDED TO 5TRIN6ER AT '72" O.G. 1 I MAX. 1 ® ® ® 1 2-#14x2" S.M. SCREWS �� 2-2x12 BLOGKIN6 GONG. FLOOR T – m — i 4 i.. 5/&"x3,- d . �3 59LT5 IO A5.a E03 ACCESS LADDER DTL NTS 'IG LAMINATE ;H TOP SEAL LAMINATE TOP 4 f3OTTLE NA RMER HOLDER D m L ° °� c m ML C m�sc c - ° II Avo,;0a tel- �O6m�� Q --c m m m m.2 O ° rb 4-- U L &� vim �E0 .9 m� H c 6 +... as I IL .� "QoE-0� a L?�omL U m2LQ°:Ei m 0 a-0.9 c F oMiL L IL 6 0 Q V (D v m c d) L 6 rnN o of - < 0- m 4 Cl r RO s� IQ t5 � E 3 t a O 'On V aYo� M.c' , W- CL W coM 3- M co Q22aco0)-v QU(D6o c U)0o �E1 of O C -- a cn w��.N a) Di � X- L T iE CUr U V z 2. ELECTRONIC SEAL d 516NATURE Site: PRIMR05E SCHOOL at Y�EST CARMEL 3-08-3-146 W. 98th St. CARMEL, IN 46032 Building Type: N-2015-5 Drawing Title: M15GELLANEOU5 DETAIL5 Date: Drn: STAFF 8/19/2013 Gkd: MDP Drawing Number: A5.10 Revl5lons: Bid & Permit Set ■ IX8 HARDI FA561A - PRE-FINI5HED- (TYPJ IX6 HARDI TRIM FRIEZE PRE -FINISHED- (TYP) BRIGK VENEER- TYP. ® PERIM - 2xb OUTRI66ER FRAMING ® 24' O.G. TYP. ® GABLE EN05 501-I1? WD. BLK'6 BETWEEN OUTRI66EF FRAMING 6ABLE END TRU% 5EE 5TURGT. 5EE 5TRUGT. FOR WOOD 5HEATHIN6_ REQUIREMENT5 l L -------------- ill ------------ 0 A& ft . F111 111 I_j SEGT I ON / ELEVAT I ON 3/1611 = I 1-011 FIBER6LA55 5HINGLE5 OVER ROOFING FELT (TYP) ROOF 5HEATHIN6- I'-4"ill--- 5EE 5TRUGT. (TYP) PRE-FIN15HED ALUM. DRIP E06E- GONT. AT PERIM. IX8 HARDI FASCIA PRE-FINI5HED- (TYP) VENTILATED ALUM. 50FFIT (TYP) IXb HARDI TRIM FRIEZE PRE-FINI5HED- (TYP) BRIGK VENEER #2 WITH 6ALV. TIE5 ® lb" O.G. HORIZ. 4 VERT.- TYP. (:D CABLE ROOF EAVE E ✓1411=11_011 FLA5HIN6 TO WEEP HOLES AT 24" O.G. COUNTER FLASH STEP WALL/ROOF FLA5HIN6 5-1/2"x 5-1/20x1/4" PAINTED GALVANIZED STEEL ANGLE M AIR INFILTRATION PAGKACE: I. ALL PENETRATION5 OF THE INTE IOR � EXTERIOR WALL5 SHALL BE SEALED W/FOAM PRIOR TO IN5TALLIN6 DRYWALL. 2. EXTERIOR WIND W45H BARRIER ALL BE SEALED IN AGGORDANGE WITH MANUFAGTURER'5 IN5TRUGTION5 BEFORE IN5TALLINC WALL FIN15H. 3. EXTERIOR GORNER5 SHALL BE MED 50 THAT IN51)LATION GAN BE INSTALLED AFTER EXTERIOR 5HEATHIN6 15 APPLIED. 4. NO GAP BETWEEN FRAMING ME SHALL BE LE55 THAN 1/2" TO ALLOW FOR INSULATION. 5. ATTIG AGGE55 - R3q - 5EE 2/A- . 6. 5EE 5PEGIFIGATION 0`11100 FOR DITIONAL SEALING REQUIREMENTS. FIBER6LA55 5HIN6LE5 T SEAL AROUND ALL WINDOW A OOR FRAMES ON I5# ROOFIN6 FELT5 ROOF 5HEATHING ON 12 Provide Crace Ice 5hield winter 1 (0 Ice dam protection a minimum of 2' Inside the exterior wall line below), 3' around all roof penetrations, and 3' to either side of all G PRE-ENGINEERED ROOF OR PER 5-3 valleys 6.i TRUSSES ® 24" O.G.- TYP. _ R-38 BLOWN -IN AHU I cV A TYP. WALL ATTIG INSULATION-TYP. dJ GT O 4 ROOF TRANSITION FLA5HIN6 ■ ` FIBERC-LA55 5HINOLE5 ON 15# ROOFING FELT ON ROOF 5HEATHIN6 (5EE 5TRUGT. DRw65J PRE-EN61NEERFD WOOD TRU55E5 ® 24" O.G.- 5EE 5TRUGT. DRAWINGS 12 �b- INSULATION BAFFLE BETWEEN ALL TRU55- PROVIDE 3" GLEAR 11-411 AIR 5PAGE- TYP. R-38 BLOWN -IN UPLIFT GLIP5 AT EACH TRU55 INSULATION- TYP.BEARING- 5EE STRUGT. IN ATTIC X \ / � ` X / PRE -FINISHED ALUM. DRIP Yt x X E06E- DONT. AT PERIM. = EXTRUDED ALUM. CUTTER WITH m) ' SPIKE 4 FERRULE ® 36" O.G.- TYP. IX8 HARDI FA5GIA > �) PRE -FINISHED- (TYPJ 5/8" DRYWALL AT 2x8 51JBFA5GIA, TYP. BOTT. CHORD OF TRU55E5- Np ,�� VENTILATED ALUM. SOFFIT- TYP. 2x6 WOOD 5TUD IX8 HARDI TRIM FRIEZE WALL FRAMING- PRE-FINI5HED- (TYPJ 5EE 5TRUGT. " 5OLDIER GOUR5E BRIGK VENEER #2 WITH 6ALV. TIE5 �) ® I6" O.G. HORIZ. 4 VERT.- TYP. _ K> I x b WOOD CHAIR RAIL (S)}� 5-1/4" x 1-1/2" PREGA5T BULLN05E SILL W/DRIP - TYP. 5EE DETAIL I/A2.1 '� HWWARR15GRAFTLOM 5/8" DRYWALL OVER THRU-KALL FLASHING STUD FRAMING- TYP. BELOW SILL GOURSE- AT PERIM. TYP. ®PERIM. HOUSE WRAP OVER EXTERIOR 5HEATHIN6- TYP. ® EXTERIOR R-Iq BATT INSULATION WALL5 + 6MIL POLY _ �� 8" x 16" PRECAST BLOCK d) '��) WWWARRI5GRAFT.GOM 2x6 PT WOOD SILL OVER (V �) #2 WITH 6ALV. TIE5 ® 16" O.G. 51LL 5EALER- TYP. ® HORIZ. d VERT.- TYP. PERIM. MORTAR NET CONT. THE ENTIRE GONG. SLAB OVER A6.2 K>4 PERIMETER BEHIND BRIGK VENEER. VAPOR BARRIER-GONGRETE 51DEHALK OR FIN15H 5EE 5TRUGT. • ,0E TERMITE TREATED R-10 EXTRUDED POLY5TYRENE GOMPAGTED FILL-�"� • • PERIMETER INSULATION •.. 'A' ' A ... 5EE 5TRUGTURAL FOR FOUNDATION DE516N AND PROFILE .�-.-4F -,d T MALL SEGTI ON _} -1 0 il OTYP. 2x BLOGKIN6 BETWEEN TRU55E5 A.F.F. ALUM. INCLE-HUNGA _5EE - A6.I WINDO - TYP. MEGH. IHU DRAw1N66 = � - O PROVIDE R-38 BATT T.O. _--------------- m INSULATIONON5LOPE 3/4" PLYWOOD WALKWAY - 5EE 3/5-3. I L TTERS- SEEL 5/8" GYPSUM BOARD BRICK VENEER WITH CALV. TIES VINYL PROVIDE R-38 BATT INSULATION I I 16' O.G. HORIZ. 4 VERT.- TYP. WI OW 5GHEDULE FOR 51ZE5 AT PY)TTOM OF TRUSSE I IKIr)=du=eru 01 yI dr-) r =I' V T.O. � 0'-0" ®36" O.G.- TYP. IXb HARDI TRIM FRIEZE PRE-FINI5HED- (TYP) IX8 HARDI FASCIA 21 AGKER ROD 4 SEALANT-TYP. ® PERIMETER PRE-FINI5HED- (1YP) 2'3 WOOD HEADER-5EE 5TRUGT. DRAWINGS- (TYP) VENTILATED ALUM. SOFFIT- TYP. GOL 5/8" GYP. BD. IX8 HARDI FA5GIA F'RE-FINI5HE0- (TYP) IXb HARDI TRIM FRIEZE PROVIDE FRAMING AT UNDERSIDE PRE -FINISHED- (TYP) OF WOOD BEAM A5 REQUIRED. I R-38 INSULATIO FIBERGLASS 5HINCLE5 ON 15# LINE INDICATES (TYP) 12 ROOFING FELT ON ROOF 5HEATHIN N � PARTIAL MALL SGT I ON 3/4" = I 1-O" EDGE OF WALL BEYOND I/2" PLYWD INSUL BARRw6 I (5EE 5TRUGT. DR5) q PRE-ENGINEERED WOOD TRU55E5 ■ ■ ® 24" O.G.- 5EE 5TRUGT. DRAWIN + Date: Drn: STAFF 8/Ict/2013 Gkd: MDP O�Q 0 L r U L FIBEROLA55 5HIN6LE5 ON 15# Q VW ADDMUM OI ¢WMrnIi ROOFING FELT ON ROOF SHEATHING CL W � CO N QW0000'a V) (5EE 5TRUGT. DRW65) Q PRE-ENGINEERED WOOD TRU55E5 NJ~'IM VQOtiCD'Fn Ol ® 24" O.G.- 5EE 5TRUGT. DRAWIN65 12 -CU Y� L � V INSULATION BAFFLE BETWEEN ALL TRU55- PROVIDE 3" GLEAR 11-4" AIR 5PAGE- TYP. R-38 BLOWN -IN UPLIFT GLIP5 AT EAGH TRU55 INSULATION- TYP. BEARING- 5EE 5TRUGT. IN ATTIC O ALUM. DRIP EDCGE- AT PERIM. GOVT. = EXTRUDED ALUM. GUTTER WITH 5PIKE s FERRULE ® 36" O.G.- TYP. m IXb HARDI FA5GIA - PRE -FINISHED- (TYP) 5/8" DRYWALL AT 2x8 SUBFASGIA, TYP. BOTT. CHORD OF TRU55E5- TYP. VENTILATED ALUM. SOFFIT- TYP. IX8 HARDI TRIM FRIEZE PRE-FINI5HED- (TYP) SOLDIER GOUR5E LINTEL AND BA5E FLA5HIN6 3 2.3 _ ALUM. 51NOLE4iUN6 WINDOW5 i WITH 3/16" TINTED 6LA55 ■ `� �n 4 i A2.3 - T"(P. T BULLNOSE 5/8' DRYWALL OVER 51LL W/DRIP STUD FRAMING- TYP. WWWARRI5GRAFT.GOM AT PERIM./ HOU5EWRAP OVER EXTERIOR R-Iq BATT INSULATION 5HEATHIN6- TYP. a EXTERIOR + 6MIL POLY WALLS THRU-WALL FLASHING BELOW 51LL 000R5E- 2x6 PT WOOD SILL OVER TYP. ® PERIM. 51LL 5EALER- TYP. ® '' ''` MORTAR NET CONT. THE ENTIRE PERIM. PERIMETER BEHIND BRIGK VENEER. GONG. 5LAB OVE -' ) CONCRETE SIDEWALK OR FINISH VAPOR BARRIER- A6 2 GRADE' 5EE 5TRUGT. -'.� • ' .• •tom TERMITE TREATED • R-10 EXTRUDED POLY5TYRENE COMPACTED FILL- .: PERIMETER INSULATION TYP • • : •. .n - 5EE 5TRUGTURAL FOR FOUNDATION . :' ,.' • .;. `.4 DE516N AND PROFILE n'15* TYPIGAL MALL SEGTIC ") N1113/411=I�_oll 5/8" GYP. BD. L i c� L TRU55E5 24" O.G. WITH HANGERS AT EACH END INSULATION BAFFLE BETWEEN ALL TRU55E5. PROVIDE 3" GLEA AIR 5PAGE- TYP. UPLIFT GLIP5 AT EAGH TRU55 BEARING- 5EE 5TRUGT. •PRE-FINI5HED ALUM. DRIP EDGE- DONT. AT PERIM. -EXTRUDED ALUM. CUTTER WITH SPIKE 4 FERRULE ® 36" O.G.- TYP WOOD HEADER- 5EE 5TRUGT. IX6 HARDI TRIM FRIEZE DRAWINGS- (TYP) PRE -FINISHED- (TYP) z50-11ALUM. SOFFIT-TYP. IX8 HARDI FA5GIA PRE-FINI5HED- (TYP) STEEL LINTEL WITH PAINT FIN 5H ON 2xb 505FA5GIA I3 IXb HARDI TRIM FRIEZE R2 3 PRE -FINISHED- (TYP) VENTED ALUM. SOFFIT-TYP. 31_� 11 21_5 I IXb HARDI TRIM PRE -FINISHED- (TYP) ON 2x(b 5U5FA5GIA I PREFORMED 1`I5ERGLA55 GOLUMN IS) WRAP BY H54E7. cv i EXTERIOR DOOR NNOD OR I FRAME - 5EE DR HED LE CENTER LINE OF WOOD 4X4 COLUMN INSIDE COLUMN COVER 5EE 5TRUGT. DRAWING -5 5EE FIN15H 5G LET 112" DEEP POURABLE I FOR FOUNDATION DESIGN FOR FLOOR AND SEALANT OVER BOND I WALL TREATMENTE MBREAKER ATERIAL AL R EXP. l I (TYP) � o0 c L�0 ILL g Qs -O �- 2 4)ONO a' o r s o� �E00.9 �(\ 0��3 Ul "' S a' S3 13 V N >� 0'n L III Q�Ea >� 4X) IS O O T 6 Q_ l l E t (v� 6 v ■ V / O, L 0 nn\\ N o -C AL1 L o m a 6' N 0 @� s N Z 0 L 0 � n < m 0 Oro 0 k 1MR�ONL4%* s6H_0000\'_� a .� �. � C ELECTRONIC 5EAL d 516NATURE Site: PRIMROSE 50HOOL at WEST CARMEL 3738-3146 W. gbth 5t. CARMEL, IN 46032 Building Type: N-2015-5 Drawing Title: BUILDING + WALL 5ECTION5 4 DETAIL5 Date: Drn: STAFF 8/Ict/2013 Gkd: MDP O�Q 0 L r U L > `> O N 6) Q VW ADDMUM OI ¢WMrnIi & ermit set CL W � CO N QW0000'a V) aV�U)o.- Q C NJ~'IM VQOtiCD'Fn Ol a W a) 70 a 76 -CU Y� L � V a .� �. � C ELECTRONIC 5EAL d 516NATURE Site: PRIMROSE 50HOOL at WEST CARMEL 3738-3146 W. gbth 5t. CARMEL, IN 46032 Building Type: N-2015-5 Drawing Title: BUILDING + WALL 5ECTION5 4 DETAIL5 Date: Drn: STAFF 8/Ict/2013 Gkd: MDP Drawing Number: A-ro.1 Revisions: Q VW ADDMUM OI bid & ermit set O i �9 CV P. (D, ELEVATION DETAIL NTS i - LINE OF ROOF MOUNTED f -FAB FIBER LA55 GUPOLA 4A o0 0 c 5EE BEVATION FOR 5PEG. N IN5TAtL PER MANUFAG '5 1145T CATION 1145TRUGTION5 AND FLA5H AROUND BA5E tsa'� O FIBER A55 5HINGLES ON 6 � :K U 15# RO IN6 FELT ON. c� �u�9_ _ 3 0 O L e� ROOFIN 5HEATHIN6 Qs � � � ES 1lrc_'�H WITH END R-38 IN5ULAT(TYP10�' : 5/8: GYP. BD. R-Iq BATT INSULATION + 6MIL POLY 2x6 WOOD STUD — WALL FRAMING- 5EE 5TRUGT. WOOD HEADER- 5EE 5TRUGT. DRAWINGS- (TYP)— A LINE OD WINDOW OPENING LINE OF WINDOW 5HUTTER ' 5TOP PREGA5T BAND SHORT OF WINDOWS AT EDGE ' OF 5HUTTER TO PREVENT GONFLIGT WITH WINDOW 5HUTTER5 TYP AT ALL 5HUTTER GONDITIONS! COORDINATE WITH SHUTTER WIDTH. PRE-FIN15HED ALUM. DRIP EDGE - GONT. AT PERIM. - IX4 HARDI FASCIA PRE-FINI5HED- (TYP) - IXIO HARDI FA5GIA PRE-FINI5HED- (TYP) ON 2xb 5UBFA5GIA VENTED ALUM. SOFFIT-TYP. IXIO HARDI FA56IA PRE-FINI5HED- (TYP) ON EXTERIOR 5HEATHIN6 6 HARDI LAP 5101146 PRE-FINI5HED- (TYP) ON EXTERIOR 5HEATHIN6 I6-2" AFF CENTER OF J -BOX ■ °. NOTE: STORM DRAIN GONTRAGTOR TO BRING STORM DRAIN PIPING TO EAGH DOWNSPOUT LOGATION AT THE PERIMETER ° OF THE BUILDING. DOWNSPOUT PVG TRANSITION PVG DOWN5POUT BOOT PVG GLEAN OUT WITH 5GREW-IN GAP INSTALLED UP51DE DOWN 7;7 FIN15H GRADE STORM DRAIN B 11-11L—J 1177- 2 DOWNSPOUT DETAIL /\//\—GONTINUOU5 METAL FLA5HIN6 WITH / DRIP ED 6E AT TRAN51TION FROM LAP / 5101146 TO THIN 5ET L060 516N SURROUND / 5AN013LA5TE0 LOW BUILDING 516N / WITH 5/4 X 2" ROUND TRIM. FLASH / TOP 1/3 OF GIRGLE. / 2" THIGK PRE GA5T KEY 5TONE AND BRIGK AT LOGO 516N SURROUND THIN 5ET TO PLYWD EXTERIOR 5HEATHIN6. HOUSE WRAP OVER EXTERIOR 5HEATHIN6- TYP. ® EXTERIOR WALL5 GONTINUOUS GL05LRE FLA5HIN6 12 AT TOP 510E OF 51DIN6 SEAM ROOF. "I PRE-FIN15HFD 5TANDIN6 SEAM METAL ROOFING ON ROOF 5HEATHIN6 PRE -FINISHED ALUM. DRIP EDGE - GONT. AT PERIM. 2X WOOD FRAMING i O HARDI FA50A E-FINI5HED- (TYP) 2xb 5UBFA5GIA TED ALUM. SOFFIT-TYP. HARDI FA5GIA E -FINISHED- (TYP) 2xb 5UBFA5GIA LDIER GOUR5E TEL AND 5A5E FLA5HIN6 BRIGK VENEER #2 WITH 6ALV. TIES ® lb" O.G. HORIZ. d VERT.- TYP. ALUM. FIXED WIN170 WITH 3116" TINTED 6LA55 5-1/4" x 7-1/2" PREGA5T BULLN05E i 51LL W/DRIP - TYP. WWW.ARRI5GRAFT.GOM &" x Ib" PREGA5T BLOCK WWW.ARRI5GRAFT.GOM WITH GALV. TIE5 ® Ib" O.G. HORIZ. 4 VERT.- TYP. ROW LOGK GOAR5E AT WINDOW 51LL. HARD WOOD WINDOW THRU-WALL FLA5HIN6 51LL AND APRON - BELOW SILL GOUR5E- EA5E ALL EDGES TYP. 0 PERIM. EXTEND APRON TO FLOOR CONCRETE SIDEWALK OR FINISH ... , GRADE. !-- -a_.------ ��-- --- �\ . __I=1 11=1 11=1 11=1 11=1 11= I I I I " R-10 EXTRUDED POLY5TYRENE —� I PERIMETi=R INSULATION I -I I-� -I 11-1 11-1 I -I -1 I 1EE1 I 1-I ° .111-_111-111: .. n -1 -111 111, a ;- -� =. A) MALL SEGT I ON @ VESTIBULE SEE 5TRUGTURAL FOR FOUNDATION DE516N AND PROFILE 3/411=11-011 PRE-EN61NEERED WO TRU55E5 G 24" O.G.- 5EE STRUGT. (TYP) 2xb OUTRI66ER FRAMING ® 24" O.G. TYP. ® GABLE EN05 ■ R-38 BLOWN- IN5ULATION- 1 IN ATTIG 5/8" DRYWAL BOTT. GHORG TRU55E5- TY1 50' DRYWAL STUD FRAMIN AT PERIM. R -IQ BATT IN! + 6MIL POLY 2x6 PT WOO[ 51H SEALER PERIM. GONG. 5LAB VAPOR BARI 5EE 5TRUGT. TERMITE TRE GOMPAGTED TYR ■ ■ VESTIBULE TRU55 ■ BLOCKING SCABBED I NAILED TO EACH SS. �IBER6AL55 SHINGLES ON i# ROOFING FELT ON DOFIN6 5HEATHING 'RE-FINI5HED ALUM. DRIP :D6E- DONT. AT PERIM. <5 HARDI FA5GIA RE -FINISHED- (TYP) N 2x6 5UBFA5GIA ENTILATED ALUM. SOFFIT (TYP) b HARDI TRIM FRIEZE RE -FINISHED- (TYP) GABLE END TRO55 5EE 5TURCT. VENEER #2 WITH 6ALV. TIES 9.0. HORIZ. 8 VERT.- TYP. N6 rR NET AT FLA5HIN6 9PENIN65, TYP. \5T WINDOW HEAD EVATION LINTEL ANGLE - OR ALUM. SINGLE -HUNG WINDOWS /I6" TINTED GLASS, x 7-1/2" PREGA5T BULLNO5E VORIP - TYR WRI5GRAFT.GOM WRAP OVER 1/2" 055 HIN6- TYP. ® EXTERIOR WALLS ENEER WITH 6ALV. TIES ).G. HORIZ. $ VERT.- TYP. kR NET GONT. THE ENTIRE -TER BEHIND BRIGK VENEER. =WALK OR FIN15H ?ED POLY5TYRENE OLATION TWTURAL FOR ATION DESIGN AND _E MALL SEGT I ON @ CABLE lel/ lel I NDON 3/4"=1'-0" eNOT USED Q ONOT USED 9INT5 (TYP ,RAGKET .0 ROD K END MANUFAGTURER FLA5H TO WEEPS 5EGURE LOUVER TO 50135TRATE THROUGH SLOTS, IN THE NAILING FLANGE (REFER TO MANUF. IN5TALLATION INSTRUGTION5). 5EGURE WITH #I2 6ALV. 5GREW5- 5ET 5GREW5 IN 51LIGONE SEALANT. -LOCK-ON TRIM RING BY LOUVER MANUF. - WATER SEAL JOINT DONT. BEFORE IN5TALLIN6 TRIM. EXTERIOR GABLE VENT WITH NAILING FLANGE AND PAINTABLE SURFAGE. FLASH TO WEEPS LOUVER DETAIL 1-1/2"=1'-O" MORTAR NET GONT. THE ENTIRE PERIMETER BEHIND BRICK VENEER. DONT. 5ELF ADHERING FLA5HIN6 WITH WEEP HOLES ® 24" O.G. GROUT GAVITY BELOW FLASHING- EXTEND FLA5HIN6 BEYOND THE FAGE OF THE BRIGK TO FORM A DRIP. TYP. @ PERIM. > 1/2" DEEP POURABLE SEALANT OVER }< EXPAN510N JOINT MATERIAL C4" GONGRETE 51DEWALK (5LOPE AWAY FROM BUILDING A MIN. OF 10' PER FT.) i WHERE SHOWN OF PLANS. WHERE THERE 15 NO 51DEWALK, THE FIN15H GRADE 5HALL BE AT b" MIN BELOW GONGRETE SLAB FIN15H ELEVATION. 11111111 (IIIIIIIII a (o„ 2" R-10 EXTRUDED POLYSTYRENE PERIMETER INSULATION oo TYF. FOUNDATION/JOINT DETAIL 1 1/2" =1'-O" ■ 11044��`rtt► s�Hoo 5 Q E N }E >Q �U > O V 4A o0 0 c a �. a�Qccoo0)-0 N Lo Q�=0o E 1 ML V 71 V) ; ■ GONTINUOU5 RIDGE VENT BY SHINGLE MANUFACTURER -7II WINDOW OPENING OI SEGTION @ ROOD DORMER FIBERGLASS 5HIN6LE5 ON 15# ROOFING FELT ON. ROOFING 5HEATHIN6 -2x4 HOOD STUD HALL FRAMIN6- - PRE -FINISHED ALUM. DRIP EDGE - GONT. AT PERIM. - IXb HARDI FA5GIA PRE -FINISHED- (TYP) ON 2x6 5U5FA5GIA VENTED ALUM. 5OFFIT-TYP. - IX4 HARDI FA5GIA PRE -FINISHED- (T(P) ON 2xb 5UBFA5GIA -HOU5E HRAP OVER EXTERIOR SHEATHING- TYP. ® EXTERIOR WALL5 b HARDI LAP 51DIN6 PRE -FINISHED- (TYP) ON EXTERIOR SHEATHING — GONTINUOU5 HALL-BA5E METAL FLASHING AT TRANSITION TO FI13ER6LA55 ROOF SHINGLES FIBERGLASS 5HIN6LE5 ON 15# — ROOFIN6 FELT ON ROOF 5HEATHIN6 (5EE 5TRUGT. ORW65.) TRU55E5 24" O.G. WITH HANGERS AT EACH END 3/411=11-011 OSECTION @ ROOD DORMER ■ 12 GOL 12 FIBER6LA55 5HIN6LE5 ON 15# ROOFING FELT ON ROOF 5HEATHIN6 (5EE 5TRuCT. ORN65) PRE-ENGINEERED WOOD TRU55E5 ® 24" O.G.- 5EE 5TRUGT. DRAWIN65 UPLIFT GLIP5 AT EACH TRU55 BEARING- 5EE 5TRUGT. PRE-FIN15HED ALUM. DRIP EDGE- GOVT. AT PERM. ~-- EXTRUDED ALUM. GUTTER WITH SPIKE 4 FERRULE ® 36" O.G.- TYP. IX8 HARDI FA5GIA PRE-FINI5HED- (TYP) ON 2xb %- BFA5GIA VEN iTD ALUM. SOFFIT-TYP. IX8 HARDI FA5GIA PRE -FINISHED- (TYP) ON 2xb 5UBFA5GIA LINE OF WOOD 04 5TRUGTURAL P05T BEYOND BRIGK VENEER #2 HITH 6ALV. T IE5 ® 16' O.G. HORIZ. t VERT.- TYP. PREFORMEi) FI13ER6LA55 COLUMN HRAP BY HB$6. 5-1/4" x 1-1/2" PREGA5T BULLNO5E 951LL KORIP - TYP. HWW.ARRI5GRAFT.GOM 8" x 16' PRECAST BLOCK HWW.ARRI5GRAFT.GOM WITH 6ALV. TIES ® 16" O.G. HORIZ. 4 VERT.- TYP. R-38 BLOWN -IN IN5ULATION- TYP. IN ATTIC 5/8" DRYWALL AT BOTT. CHORD OF - TRU55E5- TYP. 2xb HOOD STUD - HALL FRAMIN6- 5EE 5TRUGT. I x 6 HOOD CHAIR RAIL 5EE DETAIL I/A2.1 RETURN TO WINDOW FRAM 5/8" DRYWALL OVER 5TUD FRAMING- TYP. AT PERIM. R-14 BATT IN5U!ATION — + bMIL POLY 2x6 PT HOOD 51LL OVER 51LL SEALER- TYP. GONG. 5LAB OVER VAPOR BARRIER- 5EE 5TRUGT. TWOTE TREATED COMPACTED FILL- TRU55E5 24" O.G. WITH AT EACH END XYXXXX-XXL m GONTINUOU5 RIDGE VENT BY 514INOLE MANUFACTURER GOL FIBEROLA55 5HINCLE5 ON 15# ROOFING FELT ON. ROOFING 5HEATHIN6 PRE-FIN15HED ALUM. DRIP EDGE - GONT. AT PERIM. IXIO HARDI FA5GIA PRE -FINISHED- (TYP) ON 2xb SUBFA5GIA VENTED ALUM. SOFFIT-TYP. IXIO HARDI FA5GIA PRE -FINISHED- (TYP) ON EXTERIOR SHEATHING b HARDI LAP 51DING PRE-FINI5HED- (TYP) ON EXTERIOR 5HEATHIN6 MTL FLASHING AT WINDOW HEAD IX4 HARDI TRIM PRE-FINI5HED- (TYP.) ALUM. FIXED WINDOW WITH 3/I6" TINTED 6LA55 IX4 HARDI TRIM PRE -FINISHED- (TYP.) — HOU5E WRAP OVER EXTERIOR SHEATHING- TYP. ® EXTERIOR HALL5 - 2xb HOOD 5TUD WALL FRAMING- 5EE 5TRUGT. IX8 HARDI TRIM PRE -FINISHED- (TYP) PROVIDE HARDI TRIM, GUT TO FIT TO FILL/COVER ANY V0105 IN THE TOP OF FIBERGLASS GOLUMN5, TYP. 2x4 HOOD STUD 0 I ( CONCRETE SIDEWALK OR FINISH WALL FRAMIN6- L RADE. L LS —� C av�?Loq PRE-FINI5HED- (TYP) SAVE 5EGTI ON @ PORGH GOVER E3/411=11-011 J Naw3 ON 2x6 5UBFA5GIA �S p,3� 6 � N�- (D p r ■ 3 �ou oO22 L GONTINUOU5 RIDGE VENT BY FIBER6LA55 5HIN6LE5 ON SHINGLE MANUFACTURER 15# ROOFING FELT ON. TO FIBERGLA55 ROOF 5HIN6LE5 ROOFIN6 5HEATHIN6 3 �PRE-FIN15HED ALUM. DRIP FIBER6LA55 5HIN6LE5 ON 15# EDGE - GONT. AT PERIM. 12 IX6 HARDI FA5GIA PRE-FINI5HED- (T(P) (5EE 5TRUGT. DRW65) ON 2x4 5U13FA5GIA VENTED ALUM. SOFFIT-TYP. INSULATION- TYP. b HARDI LAP 510ING UPLIFT GLIP5 AT EACH TRU55 PRE-FINI5HED- (TYP) ON EXTERIOR 5HEATHING YX X X ONTINUOUS METAL FLA5HIN6 E -FINISHED ALUM. DRIP EDGE- GOVT. AT PERIM. AT WIDOW HEAD, TYP. v v v 2x4 HOOD STUD WALL FRAMIN6- EXTRUDED ALUM.6UTTER WITH IXIO HARDI FA5GIA PRE-FINI5HED- (TYP.) ON EXTERIOR SHEATHING ALUM. FIXED WINDOW WITH 3/Ib" TINTED 6LA55 R-38 BLOWN -IN IN5ULATION- TYP. IN ATTIC 5/8" DRYWALL AT BOTT. CHORD OF - TRU55E5- TYP. 2xb HOOD STUD - HALL FRAMIN6- 5EE 5TRUGT. I x 6 HOOD CHAIR RAIL 5EE DETAIL I/A2.1 RETURN TO WINDOW FRAM 5/8" DRYWALL OVER 5TUD FRAMING- TYP. AT PERIM. R-14 BATT IN5U!ATION — + bMIL POLY 2x6 PT HOOD 51LL OVER 51LL SEALER- TYP. GONG. 5LAB OVER VAPOR BARRIER- 5EE 5TRUGT. TWOTE TREATED COMPACTED FILL- TRU55E5 24" O.G. WITH AT EACH END XYXXXX-XXL m GONTINUOU5 RIDGE VENT BY 514INOLE MANUFACTURER GOL FIBEROLA55 5HINCLE5 ON 15# ROOFING FELT ON. ROOFING 5HEATHIN6 PRE-FIN15HED ALUM. DRIP EDGE - GONT. AT PERIM. IXIO HARDI FA5GIA PRE -FINISHED- (TYP) ON 2xb SUBFA5GIA VENTED ALUM. SOFFIT-TYP. IXIO HARDI FA5GIA PRE -FINISHED- (TYP) ON EXTERIOR SHEATHING b HARDI LAP 51DING PRE-FINI5HED- (TYP) ON EXTERIOR 5HEATHIN6 MTL FLASHING AT WINDOW HEAD IX4 HARDI TRIM PRE-FINI5HED- (TYP.) ALUM. FIXED WINDOW WITH 3/I6" TINTED 6LA55 IX4 HARDI TRIM PRE -FINISHED- (TYP.) — HOU5E WRAP OVER EXTERIOR SHEATHING- TYP. ® EXTERIOR HALL5 - 2xb HOOD 5TUD WALL FRAMING- 5EE 5TRUGT. IX8 HARDI TRIM PRE -FINISHED- (TYP) PROVIDE HARDI TRIM, GUT TO FIT TO FILL/COVER ANY V0105 IN THE TOP OF FIBERGLASS GOLUMN5, TYP. 2x4 HOOD STUD 0 Q r U WALL FRAMIN6- L IX8 HARD[ FA5GIA L LS —� C av�?Loq PRE-FINI5HED- (TYP) L � 0 J Naw3 ON 2x6 5UBFA5GIA �S p,3� 6 � N�- (D p r GONTINUOU5 WALL-BA5E 3 �ou oO22 L v METAL FLA5HING AT TRANSITION TO FIBERGLA55 ROOF 5HIN6LE5 J'r\ FIBER6LA55 5HIN6LE5 ON 15# 12 ROOFING FELT ON ROOF 5HEATf �jb (5EE 5TRUGT. DRW65) R-38 BLOWN -IN oa�a-_ INSULATION- TYP. UPLIFT GLIP5 AT EACH TRU55 IN ATTIC BEARING- 5EE 5TRUGT. YX X X X X X E -FINISHED ALUM. DRIP EDGE- GOVT. AT PERIM. v� � k �l v v v -0 5.0 L 0=1, EXTRUDED ALUM.6UTTER WITH 5PIKE $ FERRULE @ 36" C.G.- r IX8 HARDI FA5GIA PRE-FINI5HED- (TYP) 5/8" DRYWALL AT � 2x8 505FASGIA, TYP. BOTT. CHORD OF TRUSSES- TYP. VENTILATED ALUM. SOFFIT- TYR 3/41' = 1 I-0 it J IX8 HARDI TRIM FRIEZE �U PRE-FINI5HED- (TYP) SOLDIER GOUR5E R-38 BLOWN -IN IN5ULATION- TYP. IN ATTIC 5/8" DRYWALL AT BOTT. CHORD OF - TRU55E5- TYP. 2xb HOOD STUD - HALL FRAMIN6- 5EE 5TRUGT. I x 6 HOOD CHAIR RAIL 5EE DETAIL I/A2.1 RETURN TO WINDOW FRAM 5/8" DRYWALL OVER 5TUD FRAMING- TYP. AT PERIM. R-14 BATT IN5U!ATION — + bMIL POLY 2x6 PT HOOD 51LL OVER 51LL SEALER- TYP. GONG. 5LAB OVER VAPOR BARRIER- 5EE 5TRUGT. TWOTE TREATED COMPACTED FILL- TRU55E5 24" O.G. WITH AT EACH END XYXXXX-XXL m GONTINUOU5 RIDGE VENT BY 514INOLE MANUFACTURER GOL FIBEROLA55 5HINCLE5 ON 15# ROOFING FELT ON. ROOFING 5HEATHIN6 PRE-FIN15HED ALUM. DRIP EDGE - GONT. AT PERIM. IXIO HARDI FA5GIA PRE -FINISHED- (TYP) ON 2xb SUBFA5GIA VENTED ALUM. SOFFIT-TYP. IXIO HARDI FA5GIA PRE -FINISHED- (TYP) ON EXTERIOR SHEATHING b HARDI LAP 51DING PRE-FINI5HED- (TYP) ON EXTERIOR 5HEATHIN6 MTL FLASHING AT WINDOW HEAD IX4 HARDI TRIM PRE-FINI5HED- (TYP.) ALUM. FIXED WINDOW WITH 3/I6" TINTED 6LA55 IX4 HARDI TRIM PRE -FINISHED- (TYP.) — HOU5E WRAP OVER EXTERIOR SHEATHING- TYP. ® EXTERIOR HALL5 - 2xb HOOD 5TUD WALL FRAMING- 5EE 5TRUGT. IX8 HARDI TRIM PRE -FINISHED- (TYP) PROVIDE HARDI TRIM, GUT TO FIT TO FILL/COVER ANY V0105 IN THE TOP OF FIBERGLASS GOLUMN5, TYP. 1MR0 sC00 y o 0 Q r U L W 0 Q W dMcn L LS —� C av�?Loq Q L � 0 J Naw3 O �S p,3� 6 � N�- (D p r 1 1 3 �ou oO22 L v J'r\ L 'n Y �E013.9S .— �� j 3 c9 oa�a-_ -0 5.0 L 0=1, 4') ot �€° s c 6 � E 6 v rn L � �U O m a 43 Q z � � 3 0 1MR0 sC00 y a 3_ E ELECTRONIC SEAL 4 516NATURE 51te: PRIMROSE SCHOOL at hIE5T CARMEL 3738-5-146 K a8th 5t. GARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: BUILDING + WALL 5EGTI ON5 4 DETA I L5 Date: Drn: STAFF la/ 3 P Drawing Number: A - (o .� R on 0 dMnOB AvvEM M a bid & permit set o 0 Q r U QY� co c M W 0 Q W dMcn N av�?Loq Q ' 1r11 Lo V J Naw3 > V 0 — C:' �► (D p r T Q U v a 3_ E ELECTRONIC SEAL 4 516NATURE 51te: PRIMROSE SCHOOL at hIE5T CARMEL 3738-5-146 K a8th 5t. GARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: BUILDING + WALL 5EGTI ON5 4 DETA I L5 Date: Drn: STAFF la/ 3 P Drawing Number: A - (o .� R on 0 dMnOB AvvEM M a bid & permit set 6"x4"xl/2" 5TL. PLATE GROUT PIPE WELDED ALL AROUND SOLID TO HINGE COLLAR HINGE COLLAR W/ 22PPER JAMB INGS C"EN. NOTES 12"x12"xl/4" I j 6"DIA 5TEEL PO5T5 SHALL BE 5ET C7U55ET PLATE 1z A MINIMUM OF 36" INTO GONGRETE. AT EA. GORNE _ II 2) BRICK COLOR TO MATCH THE BRICK /¢ 0 BO r ON THE BUILDING, U.N.O. STL. GOLLAR HELD 3) PAINT DUMP5TER GATE, P05T, HINGES 2"x2"xl/4" 5TL. ALL AROUND TO P05T AND AGGE550RIE5 A5 SPECIFIED ON III I R FIN15H 5GHEDULE". 4 '*"� 4" Ile it 1'-4" 2"x2"x3/16" 5TL ANGLE FRAME ALL 51 DES, Mr- I,1L 51,/11`47 - 7Ct NOTE #3 ABOVE CANEBOLT AT EACH GATE BRICK VENEER—, I\L!-ll\ L!—L- Y r -N 1 I %../11 s-�.� �.•••- • • • • •�• •�• •• — —•• .•—. - 1 DUMPSTER PLAN I$ ELEVATION PARABOLIG GURVE (MONOLITHIG W/ PAVEMENT) (SHORTEN AS REG'D TO AVOID BLOGKING DRAINAGE) II ❑ -#5 REBAR IN GROUT FILLED CELL AT 32" O.C. VERT. (TYP.). (V GONG. SLAB 3/8 11= I'—O II 4" WIDE WHITE PAINTED STRIPE TOP OF PAVEMENT ( 2"x2"xl/4" STL. ANGLE FRAME 3/4"0 BOLT -, EDGE OF 2 x STEEL FRAME 4"x24"A/4" PLATE 5OLTED TO FRAME 4 FENGE 24" x 5" GANE BOLT 1/2" DIA. BGTTOM OF GANE BOLT PLATE P BELOW BOTTOM = OF GATE FRAME 3/4" DIA. x I" DP. REGE55 IN PAVEMENT FOR GANE BOLT AT CLOSED 4 q0 DG. OPEN POSITIONS CANE BOLT ( PER GATE) 7" DIA. EXTRA STRONG PIPE 1" HINGE & STOP 4" FACTORY FINISHED RIBBED METAL SIDING - DARK BRONZE 6' I . oil HINGE GOLLAR W/ COLUMN GREASE FITTINGS ® GATE HINGE DETAIL 2 PER JAMB 1 3/8" HOLE FOR THRU BOLT 3/810f 2"X2"X1/4" _ L FRAME � m I" 8" 4-1 /2"X3"X' /4" PLATE, WELDED �.1 00 T TO 2"L FRAME - 4-1/2"j 7 ! m 1/4" THICK NOTE: MOUNT 48" ABOVE FINISHED PLATE, PAINTED GRADE TO TOP OF PLATE OSWING LATCH ® STOP PLATE PS -MS 142 HARDWARE DETAILS N.T.S. ❑ II HE REFLECTIVE MARKER NOTE: REFLEGTIVE PAVEMENT MAKERS 4" REFLEGTIVE ABS PAVEMENT MARKERS INSTALLEDD AT INTERSEGTION OF BY GENTERL I NE SUPPLY, I NG. (800) 321-8300 ANGLED L I NES AND AT ALL COLOR: #10110 WHITE. FOUR GORNER5. 6 SPEED REDUGER DTL 3/811=1'-0" 0 NOT USED RI6HT 51DE ELEVATION SYMBOL PROPORTIONS SYMBOL DETAIL NOT TO SCALE 516N5 MAY BE CENTERED ON WALL AT INTERIOR END OF PARKING SPACE AT MIN. 36' ABOVE PARKINS SPACE FIN15H 6RADE, &ROUND OR SIDEWALK. IN ADDITION TO 5I6K ACCESSIBLE STALL5 SHALL BE OUTLINED IN BLUE AND A VIEW OF THE WHEELCHAIR WITH OCCUPANT 36'x:36• OUTLINED IN WHITE CEMERED IN THE SPADE SIGN AREAS (ONE SIDE) • SPIN v1► 516NAGE (DOPY AREA)= 2' -8"x?' -4"=1q 5.F. REFLEGTORIZED DARK BLUE DARK BRONZE 5" HIGH, STYLE: TIME5 BOLD LOGO - 24'DIA =3.14 5.F. '� ■� ■■ ■� ■�■ ■12[■■pmm WHEELCHAIR SYMBOL - twl ■■ 0=1 2 L��, CARRIA6E BO' -T5 vm AGZE%8LE ■ Zo ��nees uw 20 Zo 20 ■ ■ 1 rn Z ■ ■ L x - mmm� O-163 4, 0 o U N° ; �g0�`�� oc- �V .0.I r L �'6�� ' Ulm �1Q0�°m ammuni• r i r 'o2 -8-,5101 O111 N ■ •1 m;oQo c � muOr13 �a L ii L O a 4 '*"� 4" Ile it 1'-4" 2"x2"x3/16" 5TL ANGLE FRAME ALL 51 DES, Mr- I,1L 51,/11`47 - 7Ct NOTE #3 ABOVE CANEBOLT AT EACH GATE BRICK VENEER—, I\L!-ll\ L!—L- Y r -N 1 I %../11 s-�.� �.•••- • • • • •�• •�• •• — —•• .•—. - 1 DUMPSTER PLAN I$ ELEVATION PARABOLIG GURVE (MONOLITHIG W/ PAVEMENT) (SHORTEN AS REG'D TO AVOID BLOGKING DRAINAGE) II ❑ -#5 REBAR IN GROUT FILLED CELL AT 32" O.C. VERT. (TYP.). (V GONG. SLAB 3/8 11= I'—O II 4" WIDE WHITE PAINTED STRIPE TOP OF PAVEMENT ( 2"x2"xl/4" STL. ANGLE FRAME 3/4"0 BOLT -, EDGE OF 2 x STEEL FRAME 4"x24"A/4" PLATE 5OLTED TO FRAME 4 FENGE 24" x 5" GANE BOLT 1/2" DIA. BGTTOM OF GANE BOLT PLATE P BELOW BOTTOM = OF GATE FRAME 3/4" DIA. x I" DP. REGE55 IN PAVEMENT FOR GANE BOLT AT CLOSED 4 q0 DG. OPEN POSITIONS CANE BOLT ( PER GATE) 7" DIA. EXTRA STRONG PIPE 1" HINGE & STOP 4" FACTORY FINISHED RIBBED METAL SIDING - DARK BRONZE 6' I . oil HINGE GOLLAR W/ COLUMN GREASE FITTINGS ® GATE HINGE DETAIL 2 PER JAMB 1 3/8" HOLE FOR THRU BOLT 3/810f 2"X2"X1/4" _ L FRAME � m I" 8" 4-1 /2"X3"X' /4" PLATE, WELDED �.1 00 T TO 2"L FRAME - 4-1/2"j 7 ! m 1/4" THICK NOTE: MOUNT 48" ABOVE FINISHED PLATE, PAINTED GRADE TO TOP OF PLATE OSWING LATCH ® STOP PLATE PS -MS 142 HARDWARE DETAILS N.T.S. ❑ II HE REFLECTIVE MARKER NOTE: REFLEGTIVE PAVEMENT MAKERS 4" REFLEGTIVE ABS PAVEMENT MARKERS INSTALLEDD AT INTERSEGTION OF BY GENTERL I NE SUPPLY, I NG. (800) 321-8300 ANGLED L I NES AND AT ALL COLOR: #10110 WHITE. FOUR GORNER5. 6 SPEED REDUGER DTL 3/811=1'-0" 0 NOT USED RI6HT 51DE ELEVATION SYMBOL PROPORTIONS SYMBOL DETAIL NOT TO SCALE 516N5 MAY BE CENTERED ON WALL AT INTERIOR END OF PARKING SPACE AT MIN. 36' ABOVE PARKINS SPACE FIN15H 6RADE, &ROUND OR SIDEWALK. IN ADDITION TO 5I6K ACCESSIBLE STALL5 SHALL BE OUTLINED IN BLUE AND A VIEW OF THE WHEELCHAIR WITH OCCUPANT 36'x:36• OUTLINED IN WHITE CEMERED IN THE SPADE INSTALL 516N5 ON STL. SIGN POSTS -SEE X -I FOR LOCATIONS 10 HG PARK I NCS S I CSN DETAIL NO SCALE BRICK HEADER GOUR5E OR 50LID GA5T TOP NOTE: PAINT INTERIOR 51DE OF G.M.U. TO MATGH 5TUGGO COLOR #5 CONT. REBAR IN GROUT FILLED GOUR5E- 8" GMU W/ #5 REBAR ® 32" O.G. VERT. -GROUT FILLED CELL. 6" DIA. STEEL POST BOLLARD WITH CONCRETE CAP. m DOWELS TO MATCH 517E �r 4 5PAGING OF WALL REINF. LAP 5PLIGE 48 BAR DIA. MIN. 6" 3000 P51 GONG O GRANULAR BA5E W/ A. #4 ®18"o.c. BOLLARD FOOTING: 18" DIA. x 36" DEEP 0 DUMPSTER SECTION HORIZ. REINF. AT 16" BRICK VENEER PREGA5T 13ULLN05 PREGA5T VENEER --FIN15H GRADE 6115 (9 TOP'S! 9 BBOT) Ns 7. w/ 4 5T1RIiR5 � 24'o.c. . tr 4 BIPM 3/811 = I I_01I "DUND CONCRETE GROWN V x -I' LONG 5TO. STEEL PE FILL W/GONGRETE PINTLE UNIT EYE UNIT ' CV CORRO51ON RE515TAMCE TIES W/ ENDE OF WIRE BENT qO DEG. TO FORM A HOOK NOT LE55 THAN 2" LONG ADJU5TABLE TIES DTL. BRICK ROWLOGK GAP WITH GALV. METAL TIES (OR EQUAL) AT 24" O.G. DONT. FLA5HINC7J BRIGK STYLE j TO MATCH BLDG. j . �nQ 'V/4" AIRSPACE PREF RIGATED 516N PANEL ww MOUNTS R MFG'R d� HORZ. JOINT - IN5TRUGTIO �¢ REINFORGMT. `4 DIRECT LIGHT TO ILLUMINATE ® 16" O.G. 51C 7E AREA ONLY. _ + RELOCATE FIXTURE AS �i SEALANT GOVT ® REQUIRED TO AGGOMPL15H THI5. BRICK JOINT ADJ. TIES ® I6" O.G. PREGA5T BULL N05E SILL VERT. 4 32 O.G.„ .. MORTAR BED HOR. MAX. .. . .. .:. DONT. THRU— FLASFfING TH 48 BAR DIA. WEEP HOLES o 24” O.G., GROUT LAP (MIN.) o GAVITY BELOW FLASHING (T(P) -� FINI GRAD t A"Ab"x16" GMU FILLED #5 TRAN5VER5E BAR ® 24"O.G. NOTE: m -PREPARE 5056RADE PER 0 9 2'-O"W x I'-O"T CONCRETE SOILS REPORT REGOMM. FOOTING W/(3)#5 REBAR CONT. m 4 IDOWEL WITH STANDARD A.G.I. HOOK. MATCH VERT. 2'-211 BAR SIZE. oq MONUMENT SIGN SEGTION 3/411=11-011 okINT (PER FIN15H 5GHEDULE) N. GRADE OR TOP OF AVEMENT. ONG. FOOTING 4" DIA. GALV. MACHINE DLT 10" LONG. -)T) DETAIL 3/411=11-011 41-0" +/- MAX. (TYP. BOTH LIGHT FIXTURES) ---GA5T IN PLACE CONCRETE 8" GMU W/ #5 REINF. VERT.® 24"o.c. IN GROUTED GELL5, VERT. 5AR5 EXTENDED FROM FOOTING 3" x 3" x 3/16" GALVANIZED STEEL ANGLE, ATTACH TO BLOCK WITH' DIA. TAPGON5 ® 12" O.G., PAINT EXP05ED 5URFAGE5 TO MATCH TRIM COLOR. ALUMINUM CLEAT 25'-0" HIGH ALUMINUM FLAG POLE (OVERALL HEIGHT MAY GHANGE PER LOCAL JJR15DIGTION REQUIREMENT5) 3'-0" +/- MAX. FLAG LIGHT FDXT 5EE LIGHT FIXTURE 5GHEDULE. ALUMINUM FLA ' X 1 _1 < COLLAR _ y- I—III—I � III—III—I a NOTE: FLAG POLE FOOTING IF GHILDREN WILL BE ALLOWED TO RA15E CONSTRUCTION PER THE AND LOWER THE FLAG, THE CLEAT HEIGHT FLAG POLE VENDOR INSTALLATION DRAWINGS. MUST BE 5ET TO AN AGGE-551BLE REACH HEIGHT OF 48" A.F.F. 5 ELA6 POLE DETAIL 11=11.011 516N 5PEGIFIGATION5: SIGN AREAS (ONE SIDE) 1"x10" SHEET METAL 516N WITH v1► 516NAGE (DOPY AREA)= 2' -8"x?' -4"=1q 5.F. REFLEGTORIZED DARK BLUE DARK BRONZE 5" HIGH, STYLE: TIME5 BOLD LOGO - 24'DIA =3.14 5.F. BAKED ENAMEL BACK6ROUND SERVED OVERALL 5TRUGTURE= 22.14 5F X 2 = 4428 5F WITH WHITE LETTERING AND FOR T WHEELCHAIR SYMBOL - twl ANCHOR TO POST WITH 2-1/4'0 r L��, CARRIA6E BO' -T5 vm AGZE%8LE ��nees uw INSTALL 516N5 ON STL. SIGN POSTS -SEE X -I FOR LOCATIONS 10 HG PARK I NCS S I CSN DETAIL NO SCALE BRICK HEADER GOUR5E OR 50LID GA5T TOP NOTE: PAINT INTERIOR 51DE OF G.M.U. TO MATGH 5TUGGO COLOR #5 CONT. REBAR IN GROUT FILLED GOUR5E- 8" GMU W/ #5 REBAR ® 32" O.G. VERT. -GROUT FILLED CELL. 6" DIA. STEEL POST BOLLARD WITH CONCRETE CAP. m DOWELS TO MATCH 517E �r 4 5PAGING OF WALL REINF. LAP 5PLIGE 48 BAR DIA. MIN. 6" 3000 P51 GONG O GRANULAR BA5E W/ A. #4 ®18"o.c. BOLLARD FOOTING: 18" DIA. x 36" DEEP 0 DUMPSTER SECTION HORIZ. REINF. AT 16" BRICK VENEER PREGA5T 13ULLN05 PREGA5T VENEER --FIN15H GRADE 6115 (9 TOP'S! 9 BBOT) Ns 7. w/ 4 5T1RIiR5 � 24'o.c. . tr 4 BIPM 3/811 = I I_01I "DUND CONCRETE GROWN V x -I' LONG 5TO. STEEL PE FILL W/GONGRETE PINTLE UNIT EYE UNIT ' CV CORRO51ON RE515TAMCE TIES W/ ENDE OF WIRE BENT qO DEG. TO FORM A HOOK NOT LE55 THAN 2" LONG ADJU5TABLE TIES DTL. BRICK ROWLOGK GAP WITH GALV. METAL TIES (OR EQUAL) AT 24" O.G. DONT. FLA5HINC7J BRIGK STYLE j TO MATCH BLDG. j . �nQ 'V/4" AIRSPACE PREF RIGATED 516N PANEL ww MOUNTS R MFG'R d� HORZ. JOINT - IN5TRUGTIO �¢ REINFORGMT. `4 DIRECT LIGHT TO ILLUMINATE ® 16" O.G. 51C 7E AREA ONLY. _ + RELOCATE FIXTURE AS �i SEALANT GOVT ® REQUIRED TO AGGOMPL15H THI5. BRICK JOINT ADJ. TIES ® I6" O.G. PREGA5T BULL N05E SILL VERT. 4 32 O.G.„ .. MORTAR BED HOR. MAX. .. . .. .:. DONT. THRU— FLASFfING TH 48 BAR DIA. WEEP HOLES o 24” O.G., GROUT LAP (MIN.) o GAVITY BELOW FLASHING (T(P) -� FINI GRAD t A"Ab"x16" GMU FILLED #5 TRAN5VER5E BAR ® 24"O.G. NOTE: m -PREPARE 5056RADE PER 0 9 2'-O"W x I'-O"T CONCRETE SOILS REPORT REGOMM. FOOTING W/(3)#5 REBAR CONT. m 4 IDOWEL WITH STANDARD A.G.I. HOOK. MATCH VERT. 2'-211 BAR SIZE. oq MONUMENT SIGN SEGTION 3/411=11-011 okINT (PER FIN15H 5GHEDULE) N. GRADE OR TOP OF AVEMENT. ONG. FOOTING 4" DIA. GALV. MACHINE DLT 10" LONG. -)T) DETAIL 3/411=11-011 41-0" +/- MAX. (TYP. BOTH LIGHT FIXTURES) ---GA5T IN PLACE CONCRETE 8" GMU W/ #5 REINF. VERT.® 24"o.c. IN GROUTED GELL5, VERT. 5AR5 EXTENDED FROM FOOTING 3" x 3" x 3/16" GALVANIZED STEEL ANGLE, ATTACH TO BLOCK WITH' DIA. TAPGON5 ® 12" O.G., PAINT EXP05ED 5URFAGE5 TO MATCH TRIM COLOR. ALUMINUM CLEAT 25'-0" HIGH ALUMINUM FLAG POLE (OVERALL HEIGHT MAY GHANGE PER LOCAL JJR15DIGTION REQUIREMENT5) 3'-0" +/- MAX. FLAG LIGHT FDXT 5EE LIGHT FIXTURE 5GHEDULE. ALUMINUM FLA ' X 1 _1 < COLLAR _ y- I—III—I � III—III—I a NOTE: FLAG POLE FOOTING IF GHILDREN WILL BE ALLOWED TO RA15E CONSTRUCTION PER THE AND LOWER THE FLAG, THE CLEAT HEIGHT FLAG POLE VENDOR INSTALLATION DRAWINGS. MUST BE 5ET TO AN AGGE-551BLE REACH HEIGHT OF 48" A.F.F. 5 ELA6 POLE DETAIL 11=11.011 516N 5PEGIFIGATION5: SIGN AREAS (ONE SIDE) LOGO 24' DIAMETER, 5ANDBLA5TED - TATE OLIVE ON BEIGE BACKGROUND 516NAGE (DOPY AREA)= 2' -8"x?' -4"=1q 5.F. LETTER5 DARK BRONZE 5" HIGH, STYLE: TIME5 BOLD LOGO - 24'DIA =3.14 5.F. 5TRIP LETTER5 l'M LEADBt IN -7 2.5" HIGH, 5TYLE: TIMES BOLD DARK BRONZE LETTERS OVERALL 5TRUGTURE= 22.14 5F X 2 = 4428 5F BACKGROUND BEIGE PAINTED METAL T BRIGK SPEGIFIGATION SAME A5 BUILDING 24" DIA LOGO PREFABRIGATED SIGN PANEL INSTALLED PER M%T 101.01 IN5TRUGTION5- 1`4• I-4•BRIGK ea ROWLOCK 3746 PRIMROSE SCH 0 " at WEST CAR E LEADER IN EDUCATIONAL CHILD CARE 0 m v+ 101-0• IN. EXPOSURE HEIGHT NOTE: TOTAL 516N LETTERING G05T SHOULD INGLUDE LETTERING, (LETTERING FOR BOTH 51DE5 OF 516N) TAX, SHIPPING 005T5, MOUNTING TEMPLATE AND IN5TRUGTION5. (4-6 WEEK5 LEAD TIME) 8 MONUMENT S 1 CSN ELE\-/AT I ON 3/g 11 = 11_011 1MR0 mE 0 `o cu c M 6U N Lo dC E 6O T N m�� stML C r L��, Q. rn L x - mmm� O-163 4, 0 o U N° ; �g0�`�� oc- �'6�� ' �1Q0�°m i 'o2 -8-,5101 O111 N V m;oQo c � muOr13 �a L L O a O E U � �► m v m Li 6 O o O L 0 LO N 4) � E " Z' — \p o �, < a. In ci 1MR0 ELECTRONIG SEAL 4 SIGNATURE Site: PRIMROSE SCHOOL at P4EST CARMEL 3738-3746 W. 98th St. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: 51 TE DETAILS Date: Drn: STAFF 8/10{/2013 Gkd: MDP Drawfng Number: ATI Revisions: mE 0 L a 0 cu c M I LU CD CL Lu 'I- M cn N Lo dC E coI W U") @ ami c cu Q co N aW�c:) a) N "a a r L r r ELECTRONIG SEAL 4 SIGNATURE Site: PRIMROSE SCHOOL at P4EST CARMEL 3738-3746 W. 98th St. CARMEL, IN 46032 Building Type: N-2013-5 Drawing Title: 51 TE DETAILS Date: Drn: STAFF 8/10{/2013 Gkd: MDP Drawfng Number: ATI Revisions: little t1kof commercial plan 5g5tem5 Minimal recommended fallzone Area 3q? feet Perimeter 88 feet 'IT - TOT TOT SEAT SEAT 200202836200202836 2.2' -3 - GEAR PANEL BELOW DECK 200200681 ABACUS PANEL BELOW DECK 200054636 90 VILLAGE 90' CRAWLr�Mn^=A VILLAGE WINDOW TUNNELCOUNTER 2000636PANEL PANEL _.� 22'-3' ANEL DECK Minimal recommended fallzone Minimal recommenaea ranzone Area 41q sq. feet p eamefee505 a t Perimeter 741 feet I EARLY PRE5GNOOL PLANrOROUND EOU I PMENT NTS 2 ■ ■ ■ little tilfa, 33'-6' 21'-7' 00 - commercial play 5y5tems SGL PLASTIC WAVE SLIDE 200064813 PBSTE a 2001 r'"" iee ELBOW MEEL 2001 6556 +., SLIDE 20o2oo1s1 PERISCO PANE-��~ • �Q, 28'-5' -2" 2002012 Xse.• ' l06 DECK TO DE • po STEPS 200200655 BLANK S ER CURVED PANEL SLIDE 202 0163 N LANGUAGE RAMBLER 67 PANEL 2 100010125 00200784 TAP -A -TUNE PANEL BELOW DECK 200200682 Minimal recommended fallzone Area 811 sq. feet Minimal recommended fallzone Perimeter 125 feet Area 500 sq. feet Perimeter 85 feet 4 AFTER 5GNOOL PLAY6ROUNO EOU I PMENT NTS ■ w Ix F M Minimal recommended fallzone Area 1004 sq. feet Perimeter 143 feet 32' 23'-8" Minimal recommended fallzone Area 488 sq. feet Perimeter 103 feet BELT BELT SEAT SEAT 200202835200202835 RESGNOOL PLAY6ROUND E GU I PMENT 3-I/2" OD GOOSENECK POST c� W/FAN SHAPED STEEL BAGKBOARD AND 5TANDARD FRONT MOUNTED 0 ° GOAL WITH NYLON NFT -LITTLE TYKES o #1000001111 OR EQUAL r- `� *ITEM 15 NOT A PART OF PLAY6ROUN1cv PAGKA6E - IT 15 CONTRACTOR `FURN15HED AND INSTArLEV* Q GOAL HEIGHT: (V - I N5TALL GOAL AT 6 FROM RIM TO TOP OF GONGRETE. o Q 5EE EQUIPMENT DETAILS FOR m 9 ADDITIONAL INFORMATION. ° 0 0 STRIPING: ° 3" STRIPING V RU5T 5GAT AGRYLIG 2'-q" PAINT: LATEX 61-055 ENAMEL BY GORONAD RUST SCAT AGRYLIG LATEX - OSHA YELLOW # 151. 61-055 ENAMEL BY GORONADO. STRIPING t 5TANDIN6 DOT5: NOTE: 3' 5TRIPIN6 4 DOTS W/ 05HA RED #136 PAINT SHALL NOT GONTAIN LEAD. NUMB: 6" NUMBERS PAINTED W/ 05HA YELLOW #151. NOTE: PAINTS SHALL NOT CONTAIN LEAD. 12) BASKETBALL 5/1611=11-011 �6) 4-SGUARE NTS 2'-0' p�1ZTAKE ONE SCA0Q 114% L BUIL L 9 0 �r �t 5110MThe i Parent Information Q We Gare STOP Primrose 1' O" About You WATCH FOR Patch 4xI2-x2` WHITE PVG Please... CHILDREN! 12 x 12 PVG LOGO o �� WITH DIGITAL 1-060 AND BRONZE TExT IN BLACK. Buckle Up TEXT t BORDER IN - /1"2" X 24" 5ANDBLA5TED H.D.U. TEXT O BRONZE VINYL. 4x4xb' P.T. P05T 0 PAINTED BRONZE, GRAPHIG5 PAINTED BAGK6ROUND PAINTED PAINTED TATE OLIVE IS" X 24" SANDBLASTED 18' X 18' 5ANDBLA5TED HDU BRONZE, BLUE AND ORANGE. `p 5EI6E HI6H DENSITY URETHANE. BAGK6ROUN"TLIVE BAGK6ROUND PAINTED BEIGE GRADE, (TYP) BRONZE TEXT WITH BURGUN / GRADE, (TYP BORDER IN BRONZE AND BRONZE BACKGROUND PAINTED Q Q BEIGE 4 4x4xb' P.T. P4x4x8'P.T.P05T PAINTED TATE OLIVEPAINTED TATMOUNT ON W6'P.T. P05T, MOUNT BOX TO P05T 4x4xb' P.T. P05T MOUNT PANEL 4" ABOVE TOP OF P05TPAINTED TATE OLIVEU51N6 TWO GALVANIZED PAINT TATE U51% 3" LA6 BOLTS WITH WASHERS WOOD 5GREW5. OLIVE MOUNT PANEFLU5H MOUNTED AND TOUGHED UP TO MATGH BAGKGROUND GOLOR MOUNT PANEL 4 ABOVE TOP OF P05T U51% 3" LAG BOLTS OF P05T U51% 3" LAG BOLT5 WITH WA5HER5 FLUSH MOUNTED SIGN SHOULD BE IN5TALLED FAGI% THE WITH WA5HER5 FLU51-1 MOUNTED AND TOUGHED UP TO MATCH PARKING LOT IN CENTER OF PLANTER AND TOUGHED UP TO MATGH BACKGROUND GOLOR' BOX, 24" INTO THE GROUND HAVING 12" SMOKE FREE SIGN PARENT INFORMATION BOX BACKGROUND COLOR. OFSABOVE GROUND FOR SAFETY BUCKLE UP 51GN STOP - WATGH FOR GHILDREN THE PRIMR05E PATCH 516N SITE S I ONA6E PAGKA&E NTS little trove C commercial play 5y5tems 6EOTEXTILE FABRIC l�-Ill I I—III III—III—III—III—I i I—� i I I I I' I I I I II17—II � I I 1 � I I III -1 I I 2% SLOPE (MAX) 4 PERFORATED DRAIN TILE 2% SLOPE (MAX) AS SHOPIN PER PLAN ENCASED IN FILTER CLOTH SOCK, AS 5HOHN PER PLAN AS SPECIFIED ON GRADING PLAN NOTE: SEF 6RADIN6 PLAN FOR EXACT LOCATION OF DRAINA6E SYSTEM OF U5ED). I FALL ZONE DETAILS NTS OWE '=Pf_1-11 6EOTEXTILE FABRIC 4' PERFORATED DRAIN TILE ENCASED IN FILTER CLOTH SOCK, AS SPEGIFED ON 6RADIN6 PLAN 1 I�l I I— ' '—• 2% SLOPE MAX) AS SHOWN PER PLAN 6EOTEXTILE FABRIC 4' PERFORATED DRAIN TiLE NOTE- SEE GRADING PLAN FOR ENCASED IN FILTER CLOTH SOCK, EXACT LOCATION OF DRAINAGE AS SPECIFIED ON GRADING PIAN SYSTEM (IF USED). I FALL ZONE AGGE55 DETAIL NTS SUPPORT P05T 4" THICK CONCRETE SLAB FOR BASKETBALL W/ 6X6 W1.4 X WA W.W.F., UNIT 5LEEVE F MACHINE FLOATED FINISH a� d a a I� a a III � ° III I >Y �FU 18 DIA. GONGRETE o — FOOTING d 4 as 4 p GRU5HED �Q o ROGK I I TYR B'BALL FOOTI N(3 NTS Minimal recommended fallzone Area 202 sq. feet Perimeter 52 feet NTS n Eql STRIPING: FT]K3" STRIPING W/ WHITE TRAFFIG PAINT m O NUMBERS r# LETTERS: ❑ 6" NUMBERS 4 4" LETTER5 PAINTED W/ YELLOW 21 TRAFFIG PAINT NOTES: PAINT SHALL NOT CONTAIN LEAD. 4 � � m � NOPSGOTGN 12" TOP501L KID5 TIMBER5 4 51DE5 GRADE GRADE 0— PROVIDE DRAIN TO DAYLIGHT IN CLAY 5011-5 12 PRIMROSE PATGN NTS I" RAi71115 FINISH GRADE 13 T)"F GONG EDGE 3/411 Children's Design Group Mark D. Pavey, A.I.A. - Architect 1114 Eagles Creek Way Acworth, GA 30101 770-485-8496 206-350-0593 Fax chiId.design@mindspring.com ■ I. THE AMERIGAN5 WITH DISABILITIES AGT (ADA) MAY REQUIRE THAT YOU MAKE YOUR PARK AND/OR PLAYGROUND AGGE551BLE WHEN VIEWED IN ITS ENTIRETY. PLEA5E CONSULT YOUR LEGAL GOUN5EL TO DETERMINE IF THE ADA APPLIES TO YOU. 2. FOR PLAYGROUND EQUIPMENT TO BE GON5IDERED AGGE55161-E, AGGE%113LE 5URFAGIN6 MU5T BE UTILIZED IN APPLIGABLE AREAS. 3. ALTHOUGH A PARTICULAR PLAYGROUND DE516N MAY NOT MEET THE PROPOSED AGGE55 BOARD REGULATION5 IN REGARDS TO THE APPROPRIATE NUMBER OF GROUND LEVEL EVENTS, THE AGTUAL PLAYGROUND MAY BE IN GOMPLIANGE WHEN GON5IDERIN66 EXI5TIN65 PLAY GOMPONENT5. 4. ALL DECK HEIGHTS ARE MEA5URED FROM TOP OF GROUND GOVER. 5. FALL A155ORBIN6 GROUND GOVER 15 REQUIRED UNDER AND AROUND ALL PLAY EQUIPMENT. 6. THE MINIMUM REGOMMENDED FALL ZONE AROUND THE ENTIRE PLAY STRUCTURE 15 SHOWN. TH15 ZONE MUST BE FREE OF ALL TRIPPING OR GOLLI510N HAZARDS (I.E. ROOTS, ROGK5, BORDER MATERIAL, ETG). 1. PLAYGROUND EQUIPMENT MUST MEET THE PERFORMANCE AND SAFETY REQUIREMENTS OF A5TM FOR GHILDREN 2-12 YEAR5 OLD. NOT ALL EQUIPMENT MAY BE APPROPRIATE FOR ALL GHILDREN. SUPERVISION 15 REQUIRED. 8. ALL P05T LENGTH5 ARE IDENTIFIED BY TEXT 51-IOWIN6 THE P05T LEN6TH5, I.E. qb REPRE5ENT5 A qb-INGH POST, AND 2210 REPRESENTS A 2210MM P05T. q. THE REQUIREMENT FOR A KID KUBE INSTALLATION 15 THAT A LEVEL 51TE BE USED. 10. THE REQUIREMENT FOR A PLAY BUILDER INSTALLATION 15 THAT THE P05T GANNOT BE 5ET PRIOR TO IN5TALLING THE DEGK5. 11. PIGNIG TABLE/SANDBOX TO BE PLAGED AT GU5TOMER'S DI5GRETION. DEGK-TO-DEGK ENGLO5URE PANEL LOGATION5 ARE MARKED BY AN A5TER15K. THE HEIGHT OF EAGH PANEL MAY BE FOUND BY 5UBTRAGTIN6 THE LOWE5T DEGK FROM THE HIGHE5T DEGK TO WEIGH THE DEGK-TO-DEGK ENGL05URE PANEL MOUNTS. 12. RUBBER FALL ZONE MAT5 SHALL BE PLAGED AT THE END OF EAGH PLAYGROUND SLIDE AND UNDERNEATH EAGH SWING. 3 PLAYOROUND EOU I PMENT NTS GENERAL NOTES WHITE Ev CHO 0�-i ff w U Drawing Title: 0 51TE SLOPE 6RADE TO TOP OF BORDER AT PAINT TATE OLIVE ,� a ACCESSIBLE BORDER PIECE- 5% MAX. SLOPE. THESE ELEVATIONS MAY OR MAY NOT NOTE: U5E WOOD BORDER A&AIN5T FENGE ONLY o J a REFER TO THE GRADING PLAN MATCH - REFER TO THE 6RADIN6 PLAN I DEGK 5GREW5 FLU514 MOUNTED �- AND TOUGHED UP TO MATGH FOR ADDITIONAL INFORMATION. BOLT 2x12 TO FENGE P05T WK2) _ _ 4x4xb' P.T. P05T, 12" TALL x b' LONG IRON MOUNTAIN FORGE 8/Ia/2013 Gkd: MDP v' QTS HALIT5 FAC'IN6 AWAY FROM 12' TALL x b' LONG LITTLE TIKES BORDER PLAY AREA, BORDER PANEL #22-'1212-X KOO LONG. PANEL #22-'1212-X 1W30' LONG BUTTON BURY ONE SECTION OF BORDERS TO BE READ DRIFT BOLTS a END (6'oL) 2x12 FRE55URE TREATED FLUSH WITH TOP OF FALL ZONE MATERIAL. WITH NOi -TOXIG PRE5ERVANT, ENC71NEERED WOOD OR RUBBER CHIP ROUND TOP ED6E5 FENGE P05T BORDER BEYOND FALL ZONE MATERIAL CONTINUOUS EN61NEERED WOOD OR RUBBER TO A DEPTH OF 8' COMPACTED FOR WOOD FALL ZONE MATERIAL GONTIN1011� ENGINEERED WOOD OR FWBER CHIP TO A DEPTH OF b' COMPACTED FOR RUBBER SLOPE UP 6' IN 6' 2'-0' ---— 21-0..6RADE r-,rzarF- 2'-0' 6EOTEXTILE FABRIC l�-Ill I I—III III—III—III—III—I i I—� i I I I I' I I I I II17—II � I I 1 � I I III -1 I I 2% SLOPE (MAX) 4 PERFORATED DRAIN TILE 2% SLOPE (MAX) AS SHOPIN PER PLAN ENCASED IN FILTER CLOTH SOCK, AS 5HOHN PER PLAN AS SPECIFIED ON GRADING PLAN NOTE: SEF 6RADIN6 PLAN FOR EXACT LOCATION OF DRAINA6E SYSTEM OF U5ED). I FALL ZONE DETAILS NTS OWE '=Pf_1-11 6EOTEXTILE FABRIC 4' PERFORATED DRAIN TILE ENCASED IN FILTER CLOTH SOCK, AS SPEGIFED ON 6RADIN6 PLAN 1 I�l I I— ' '—• 2% SLOPE MAX) AS SHOWN PER PLAN 6EOTEXTILE FABRIC 4' PERFORATED DRAIN TiLE NOTE- SEE GRADING PLAN FOR ENCASED IN FILTER CLOTH SOCK, EXACT LOCATION OF DRAINAGE AS SPECIFIED ON GRADING PIAN SYSTEM (IF USED). I FALL ZONE AGGE55 DETAIL NTS SUPPORT P05T 4" THICK CONCRETE SLAB FOR BASKETBALL W/ 6X6 W1.4 X WA W.W.F., UNIT 5LEEVE F MACHINE FLOATED FINISH a� d a a I� a a III � ° III I >Y �FU 18 DIA. GONGRETE o — FOOTING d 4 as 4 p GRU5HED �Q o ROGK I I TYR B'BALL FOOTI N(3 NTS Minimal recommended fallzone Area 202 sq. feet Perimeter 52 feet NTS n Eql STRIPING: FT]K3" STRIPING W/ WHITE TRAFFIG PAINT m O NUMBERS r# LETTERS: ❑ 6" NUMBERS 4 4" LETTER5 PAINTED W/ YELLOW 21 TRAFFIG PAINT NOTES: PAINT SHALL NOT CONTAIN LEAD. 4 � � m � NOPSGOTGN 12" TOP501L KID5 TIMBER5 4 51DE5 GRADE GRADE 0— PROVIDE DRAIN TO DAYLIGHT IN CLAY 5011-5 12 PRIMROSE PATGN NTS I" RAi71115 FINISH GRADE 13 T)"F GONG EDGE 3/411 Children's Design Group Mark D. Pavey, A.I.A. - Architect 1114 Eagles Creek Way Acworth, GA 30101 770-485-8496 206-350-0593 Fax chiId.design@mindspring.com ■ I. THE AMERIGAN5 WITH DISABILITIES AGT (ADA) MAY REQUIRE THAT YOU MAKE YOUR PARK AND/OR PLAYGROUND AGGE551BLE WHEN VIEWED IN ITS ENTIRETY. PLEA5E CONSULT YOUR LEGAL GOUN5EL TO DETERMINE IF THE ADA APPLIES TO YOU. 2. FOR PLAYGROUND EQUIPMENT TO BE GON5IDERED AGGE55161-E, AGGE%113LE 5URFAGIN6 MU5T BE UTILIZED IN APPLIGABLE AREAS. 3. ALTHOUGH A PARTICULAR PLAYGROUND DE516N MAY NOT MEET THE PROPOSED AGGE55 BOARD REGULATION5 IN REGARDS TO THE APPROPRIATE NUMBER OF GROUND LEVEL EVENTS, THE AGTUAL PLAYGROUND MAY BE IN GOMPLIANGE WHEN GON5IDERIN66 EXI5TIN65 PLAY GOMPONENT5. 4. ALL DECK HEIGHTS ARE MEA5URED FROM TOP OF GROUND GOVER. 5. FALL A155ORBIN6 GROUND GOVER 15 REQUIRED UNDER AND AROUND ALL PLAY EQUIPMENT. 6. THE MINIMUM REGOMMENDED FALL ZONE AROUND THE ENTIRE PLAY STRUCTURE 15 SHOWN. TH15 ZONE MUST BE FREE OF ALL TRIPPING OR GOLLI510N HAZARDS (I.E. ROOTS, ROGK5, BORDER MATERIAL, ETG). 1. PLAYGROUND EQUIPMENT MUST MEET THE PERFORMANCE AND SAFETY REQUIREMENTS OF A5TM FOR GHILDREN 2-12 YEAR5 OLD. NOT ALL EQUIPMENT MAY BE APPROPRIATE FOR ALL GHILDREN. SUPERVISION 15 REQUIRED. 8. ALL P05T LENGTH5 ARE IDENTIFIED BY TEXT 51-IOWIN6 THE P05T LEN6TH5, I.E. qb REPRE5ENT5 A qb-INGH POST, AND 2210 REPRESENTS A 2210MM P05T. q. THE REQUIREMENT FOR A KID KUBE INSTALLATION 15 THAT A LEVEL 51TE BE USED. 10. THE REQUIREMENT FOR A PLAY BUILDER INSTALLATION 15 THAT THE P05T GANNOT BE 5ET PRIOR TO IN5TALLING THE DEGK5. 11. PIGNIG TABLE/SANDBOX TO BE PLAGED AT GU5TOMER'S DI5GRETION. DEGK-TO-DEGK ENGLO5URE PANEL LOGATION5 ARE MARKED BY AN A5TER15K. THE HEIGHT OF EAGH PANEL MAY BE FOUND BY 5UBTRAGTIN6 THE LOWE5T DEGK FROM THE HIGHE5T DEGK TO WEIGH THE DEGK-TO-DEGK ENGL05URE PANEL MOUNTS. 12. RUBBER FALL ZONE MAT5 SHALL BE PLAGED AT THE END OF EAGH PLAYGROUND SLIDE AND UNDERNEATH EAGH SWING. 3 PLAYOROUND EOU I PMENT NTS GENERAL NOTES WHITE Ev CHO 0�-i ff 8 USPS MAILBOX NTS FENGE P05T GAP 1 3/8" VINYL COATED TOP RAIL 2" MESH BLACK VINYL COATED CHAIN LINK FENCE FABRIC 2" DIA. POST VOL. MAX. VINYL GOATED (2.5" DIA. END, PULL AND Z YOUNGER CORNER P05T) PLAYGROUND INTERMEDIATE RAIL ® FENGE OVER 4' HIGH VINYL GOATED PLAYGROUND N 1.5 DIA. BOTTOM RAIL VINYL COATED •' 8" DIA. GONGRETE GATE LATCHE5: FOOTING (10" DIA. TAUTO-LATCH BY •• GATES AND GORNER5) Tn DAG INDUSTRIES =•... 800-888-g768 • 3" GLEAR AT BOTTOM NOTE: HANDLES, PULL5, LATGHE5, LOGK5, AND OTHER OPERATING DEVIGE5 ON AGGE551BLE 6ATE5 SHALL HAVE A SHAPE THAT 15 EA5Y TO GRA5P WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRA51PING, TIGHT PINGHING, OR TWI5TIN6 OF THE WRIST TO OPERATE. ENTRAPMENT: THE D15TANCE BETWEEN ANY OPP05146 5URPACE5 SHALL NOT BE GREATER THAN 3 INCHES AND LESS THAN q INCHES. ■ 14 GNA I N LINK FENGE NTS RO A New Building For: �, �► Fr imrose School FronGh is ing Gompany 3660 Gedarcrest Road Acworth, Geor fa 30101 These drawings and the design represented hereby are the 9 exclusive property of Primrose School Franchising Co. GOPYRIGHT Q2011 Reproduction or any use of these drawin95 other than for sG► �cJ the pproject intended without the express written consent Primrose school Franchising Company of f3rlmrose school Franchising Go. 15 prohibited. Any unauthorized use w111 be subject to legal action. Site: w U Drawing Title: 0 51TE 4x4 SUPPORT, PAINT TATE OLIVE ,� a � U _ 14" 5AND3LA5TED PRIMR05E LOGO. o J a (BOTH 51DE5) MOUNT GIRGLE5 U51N6 00 I DEGK 5GREW5 FLU514 MOUNTED �- AND TOUGHED UP TO MATGH U BAGKGROUND DOLOR. _ _ 4x4xb' P.T. P05T, PAINT TATE OLIVE 8/Ia/2013 Gkd: MDP 8 USPS MAILBOX NTS FENGE P05T GAP 1 3/8" VINYL COATED TOP RAIL 2" MESH BLACK VINYL COATED CHAIN LINK FENCE FABRIC 2" DIA. POST VOL. MAX. VINYL GOATED (2.5" DIA. END, PULL AND Z YOUNGER CORNER P05T) PLAYGROUND INTERMEDIATE RAIL ® FENGE OVER 4' HIGH VINYL GOATED PLAYGROUND N 1.5 DIA. BOTTOM RAIL VINYL COATED •' 8" DIA. GONGRETE GATE LATCHE5: FOOTING (10" DIA. TAUTO-LATCH BY •• GATES AND GORNER5) Tn DAG INDUSTRIES =•... 800-888-g768 • 3" GLEAR AT BOTTOM NOTE: HANDLES, PULL5, LATGHE5, LOGK5, AND OTHER OPERATING DEVIGE5 ON AGGE551BLE 6ATE5 SHALL HAVE A SHAPE THAT 15 EA5Y TO GRA5P WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRA51PING, TIGHT PINGHING, OR TWI5TIN6 OF THE WRIST TO OPERATE. ENTRAPMENT: THE D15TANCE BETWEEN ANY OPP05146 5URPACE5 SHALL NOT BE GREATER THAN 3 INCHES AND LESS THAN q INCHES. ■ 14 GNA I N LINK FENGE NTS RO A New Building For: �, �► Fr imrose School FronGh is ing Gompany 3660 Gedarcrest Road Acworth, Geor fa 30101 These drawings and the design represented hereby are the 9 exclusive property of Primrose School Franchising Co. GOPYRIGHT Q2011 Reproduction or any use of these drawin95 other than for sG► �cJ the pproject intended without the express written consent Primrose school Franchising Company of f3rlmrose school Franchising Go. 15 prohibited. Any unauthorized use w111 be subject to legal action. Site: Drawing Title: PRIMROSE SCHOOL at 51TE YE -ST CARMEL DETA I L5 3738-3746 K cl8th St. CARMEL, IN 46032 Bullding Type: IN -2013_5 Date. Drn: MDP 8/Ia/2013 Gkd: MDP Revisions: Drawing Number: A-7.2 DIVISION 15 - PLUMBING & MECHANICAL SECTION 15400 - PLUMBING PART 1 -GENERAL 1. Scope of work: Plumbing Contractor shall furnish and install all plumbing piping where required, complete as called for or indicated on the Plans and Specifications according to all local codes, with these Plans as a minimum requirement. 2. Plumbing Contractor shall verify the exact location of all existing sanitary, water and storm lines prior to starting work. Plumbing Contractor shall visit the site prior to bid and note all existing conditions to be met. 3. All plumbing work shall conform to the local plumbing code and amendments. 4. Piping layouts are diagrammatic and intend to show the general arrangement, size and capacity. All offsets are not necessarily shown. Plumbing Contractor shall arrange and coordinate the work, furnish necessary offsets, valves, vents, and fittings to avoid conflicts with other mechanical and electrical services andwith structural and architectural elements. PART2-PRODUCTS 1. Water Piping: Connect to the city water main as required by the city. Meter to be adequate size for demand indicated on the Drawings. Piping shall be type "K" copper below slab or grade and type "L" copper above slab. If allowed locally, PEX as manufactured and tested according to national consensus standards: ASTM F 876, F 877, AWWA C904 and CSA B137.5 may be used. NO JOINTS UNDER SLAB. PIPES AND PIPE FITTINGS, INCLUDING VALVES AND FAUCETS, SHALL HAVE NO LEAD CONTENT. Water piping below grade 3" and larger shall be class 150 molded ductile iron pipe and fittings with mechanical compression joints. a. Sdderedjoints shall be done in accordance with ASTM B 828 with a lead free solder that conforms with ASTM B 32 and flux that conforms with ASTM B 813. Lead free shall mean a chemical composition equal to or less than .2 percent lead b. PEX connections shall be per the two approved standard specifications for PEX connections: ASTM F 1807 and ASTM F 1960. Both reference mechanical insert fittings. The crimp fittings specified in ASTM F1807 are the most widely used. PEX shall not be joined by solvent cement or heat fusion methods b. Pipes passing through concrete or other corrosive materials shall be protected from external corrosion by a protective sheathing or wrapping or other means that will withstand any reaction from lime or acid of concrete or other corrosive material. Sheathing or wrapping shall allow for expansion and contraction of piping to prevent any rubbing action. Minimum wall thickness of material shall be 0.025 inches. 2. Waste and Vent Piping: Shall be schedule 40 PVC plastic with fittings installed as recommended by the manufacturer. Connect to the city sewer as required by the city. 3. Vacuum Breakers: Where shown on the Drawings, or as required, shall be angle pattern with built-in lift type check valve. 4. Valves: Plumbing Contractor shall furnish all valves of one manufacturer, figure number and type throughout the entire installation of the work, unless otherwise specified. The following numbers are from the Nibco catalog. Valves of reputable manufacturers, such as Crane., Watts Regulator Co., and Walworth Co. will be acceptable alternates, where shown to be equal to those specified Install gate valves at each equipment connection. a. Gate Valves: two (2) inch and smaller shall be brass or bronze body, brass trim, Union Bonnet. Built for a minimum 125 lbs. working pressure. Nibco #S-136, T-136 or an approved equal. b. Globe Valves: Two (2) inch and smaller shall be brass or bronze body, brass trim, screwed bonnet, built for 125 lbs. working pressure Nibco #S-211, T-211 or an approved equal. c. Check Valves: Two (2) inch and smaller shall be brass or bronze body, vertical lift, teflon disc, built for 125 lbs. working pressure, Nibco #S -480-Y, T -480-Y or an approved equal. 5. Unions: Provide unions at each equipment connection, provide proper dielectric unions where connections are made between materials of dissimilar metals. 6. Exterior Hose Bibbs: Will be threaded frost -free equal to Jay R Smith 5609QT or equal with interior panel for blow down where freezing may occur. Align with perpendicular wall and provide interior shut-off valve. Common exterior hose bibbs acceptable in climates that do not have freezing weather. All hose bibbs shall have removable key and a vacuum breaker. 7. Pressure Reducing valve: Provide Watts No. U5B if the city water pressure is over seventy (70) psi. Size to equal water service. 8. Relief Valves: Temperature and Pressure Relief Valve of required size and adequate capacity shall be installed at hot water heater (also on hot water supply line to dishwasher, if dishwasher is noted on plans). 9. Mixing Valve: Powers model Hydroguard tempering valve LFLM495 - Lead Free, ASSE 1070 rated Unit shall be set to maintain a maximum 110 degrees Fahrenheit discharge. 10. Thermometer: Furnish and in install a Weksler AF04 with a S3B4 well. 'Thermometer shall have a five (5) inch dial, adjustable pointer, 304 stainless steel case, 360 degrees adjustable head with brass wells. Temperature range as required Approved equals by Ashcroft or Palmer are acceptable. 11. Expansion Tank: Amtrol ST -12. 12. Backflow Preventer: Provide backflow preventers as required by local and/or state authorities. Provide Watts N9 -CD at sill cocks. Provide at building service entrance as specified by authorities, or at a minimum a Watts 009QT. 13. Air chambers: equal to Zum Shocktrol sized and installed per manufacturer's instructions. 14. Insulation: Water piping to be run on warm side of exterior walls, when not in slab. Insulate all hot water pipe. Insulate all cold water pipe in exterior walls. Insulation shall be ONE (1) inch thick Armaflex flexible cellular insulation. Fiberglass insulation is not acceptable. Accessible lavatory insulation shall be TCI Products SKAL Gard Model SG -100B or Truebro Products Handi Lav -Guard Model #102. 15. Roof Flashing: Shall be PVC with 16 x 16 base and eight (8) inch high boot. 16. Gas piping: Installation and gas piping required to conform to "Standard for the Installation of Gas Appliances and Gas Piping" per local codes ANSI standards, NFPA pamphlets No. 54 and 5 8, and per local codes governing the installation of gas piping. Piping system shall be sized and laid out as indicated on the drawings. All piping shall be graded a minimum of one quarter (1/4) inch per fifteen (15) feet of length. A full size tee fitting and six (6) inch long capped dirt leg shall be installed at the bottom of each riser or drop and at each low point in a horizontal run. An approved type gas cock shall be installed in each branch connection and near each appliance. Gas piping installed in concealed spaces shall not have unions, tubing fittings or running threads. GAS PIPING ABOVE GROUND SHALL BE SCHEDULE 40 BLACK STEEL WITH 125 POUND BLACK MALLEABLE IRON SCREWED FITTINGS. GAS PIPING COMPOUND AT JOINTS SHALL BE PER NFPA BULLETIN #54 AND LOCAL CODES. GAS VALVES SHALL BE UL LISTED FOR GAS SERVICE SUCH AS DEZURICK MODEL S-425 FOR 2" AND LESS. PART3-EXECUTION 1. Perform all tests required by code or necessary to demonstrate the integrity of the finished instal Iati on. 2. Install cleanouts as shown, as called for in the code, and where required for proper maintenance. Cleanouts shall be flush with wall or floor and completely accessible. Provide deanouts at all dead ends and changes of direction. Cleanouts shall be no more than 1 pipe size smaller than the portion of the building drain or branch served. 3. All suspended horizontal piping shall be supported by hangers spaced maximum 8'-0" o.c.. No piping shall be self supporting. Install to provide free expansion and contraction unless firm anchorage is required Pitch piping to low points in the system and install drain valves. 4. Soil and waste lines are designed for a minimum slope of 1/8" per foot for 3" and larger, 1 /4" per foot for 2" and smaller. All changes of direction shall be made with "Y" fittings and 1/8 bends. All drain lines shall be protected from freezing. 5. The flow velocity of the water distribution system shall be controlled to reduce the possibility of water hammer. A water -hammer arrestor shall be installed where quick -closing valves are utilized including the ice maker and washing machines. Water -hammer arrestors shall be installed in accordance with the manufacturer's specifications. Water -hammer arrestors shall conform to ASSE 1010. 6. All new sanitary piping shall be tested per local codes with a full static pressure test. 7. New potable water piping shall be cleaned and disinfected as follows: a. The pipe system shall be flushed with clean potable water until all outlets run clear. b. The piping shall be filled with a water/chlorine solution containing at least 50 parts per million of chlorine (50rrI and the system valved off and allowed to stand for 24 hours. After the required standing time, flush completely with potable water. SECTION 15410 - PLUMBING FIXTURES AND TRIM PART 1 - GENERAL 1. Acceptable Manufacturers: Equal products of Crane, American Standard, Elj er or Beneke will be accepted in place of those specified (see General Conditions of Contract), unless otherwise noted. 2. Fixture Efficiency: The following maximum flow rates shall be required in a type and style fixture as designated hereinafter. a. The maximum flow from a sink or lavatory faucet shall not exceed 2.2 gpm at 60 psi. b. The maximum volume of water per flush from a water closet shall not exceed 1.6 gal. c. All drinking water fountains shall be operated by a self- closing valve. PART2-PRODUCTS 1. Fixture Trim: Exposed metal parts to be of heavy weight polished brass, heavily chromium plated or best quality, as regularly furnished by the plumbing fixture manufacturer. Provide approved fixtures, where required, to conform to all state and local handicap codes. 2. Fixtures: a. WC.JR - Junior 10" Water Closet: American Standard AS #2315.016 white, or Crane 3-811, with no cover locking device, enlongated siphon jet bowl, 1.6 gallons per flush, white, Church #1580C open front seat, no cover seat with check hinges, 2 bolt caps, wheel handle angle valve Brasscraft #S24 with oval handle, 1/2" nom. comp inlet x 3/8" OD comp outlet polished chrome with 12" riser, and one piece chrome plated brass escutcheon. Approved equals only. b. WC.STD- Standard 15"rim height Water Closet: American Standard Cadet #2898.012 with 4112.6000 tank with cover locking device, enlongated siphon jet bowl, 1.6 gallons per flush, white, Church #295 SSC open front seat, no cover seat with self sustaining hinges, 2 bolt caps, wheel handie angle valve Brasscraft #S24with oval handle, 1/2" nom. comp inlet x 3/8" OD comp outlet polished chrome with 12" riser, and one piece chrome plated brass escutcheon.. Approved equals only. c. WC.HC - Disabled 16.5" rim height Barrier Free Water Closet: American Standard Cadet #2998.012AS white, with cover locking device, enlongated siphon jet bowl, 1.6 gallons per flush, white, Church #295SSC open front seat, no cover seat with self sustaining hinges, 2 bolt caps, wheel handle angle valve Brasscraft #S24with oval handle, 1/2" nom. comp inlet x 3/8" OD comp outlet polished chrome with 12" riser, and one piece chrome plated brass escutcheon. Approved equals only. d SINK (#4) Cultured marble top by cabinet manufacturer with Moen 8215 or Delta 2529-LGHDF 4" centers faucet with wristblade handles and grid drain K-7715 complete sink assembly with stops and cast brass "p" trap. Approved equals only. e. SINK (#5) Elkay Dayton D-11515 with Moen 8215 or Delta 2529-LGHDF 4" centers faucet with wristblade handles and grid drain K-7715.complete sink assembly with stops and cast brass "p" trap. Approved equals only. f. LAVATORY (Disabled #6 & #14) Kohler K-2005 whitewall hung vitreous china ADA compliant lavatory with Moen 8215 or Delta 2529-LGHDF 4" centers faucet with wristblade handles, 5" spout with aerator, provide with K-155wc 1-1/4" offset drain with open strainer, i.pi supplies with loose key stops (2); 1- 1/4" insulate 1-1/4" waste with 1/2" Armaflex insulation. g. MOP SINK(#7): Swan MS -2424 or Mustee 63M mop service basin (24"x24") floor mounted with mop hanger model no. MS2437, vinyl rim guard model no. MS -2408 and mop sink faucet (mt'd (g36" a.f.f.) model Speakman SC -5811 -RCP with four arm holders or equal. h. WASHING MACHINE CONNECTIONS (#8): Guy Gray #WB -200 with Duo-Cloz ball valves 1/2" MPT brass sweat connection and 2" trapped standpipe PVC drain. Make final connection to machine. L SINK (#9) "Just" SL -ADA -2122 -A -GR x 4.5x center drain inches deep with K-3344, Delta 2171-WBHHDF, or Moen 8244 w/o spray supply faucet with four (4) inch wristblade handles, andgooseneck spout with aerator. Complete sink assembly with stops and cast brass "P" trap. j. THREE- COMPARTMENT SINK (#10): Eagle 414-16-3-18 stainless steel with two (2) 18" drainboards (I&r). complete with two inch strainers T&S B-3950 Rotary Waste Valve w/ Twist Handle and stainless steel legs (nsf approved). Provide a T&S Brass B-0133-01 Pre -rinse unit w/B-0104 wall hook outlet & 14" faucet. Approved equals only. k. GREASE TRAP (#11) - Interior type: Zurn Z-1170-500 or JR -Smith 8020 with proper cover for flooring, interior and exterior fabricated steel, PDI rated 20 gpm, 40 lbs, internal air relief by-pass, bronze cleanout plug and visible double wall trap seal with removable pressure equalizing/flow diffusing baffle and sediment tray. Provide extensions as required 1. (#12)not used. in. DF -3 (#13ELECTRIC WATER COOLER): Two level Elkay ELKAY EZSTL8C 18ga SS wall hung unit. Provide 1.5" CP cast iron and angle supplies with loose key stops. 3. Floor Drains a. Floor Drains: Plastic Oddities PHD 822RS heavy duty adjustable drain w/5" nickel strainer w/sq. top. Floor drains shall be formed around to prevent concrete from touching at pouring of slab. Floor drains shall be grouted after adjustment for elevation for finish floor and to receive finish floor materials Approved equals by JR Smith, Zum, Wade or Josam are acceptable. b. HVAC Unit Floor Drains: Jay R. Smith 3522, two (2) inch Duco coated cast iron condensate drip and funnel. NOTE: Trap primer line will be positioned to empty into mouth of funnel. Clean-out not required c. Dumpster drain: J.R.Smith 2280E03 -U with solid vandal roof cover. (to be accessed with alien key wrench) see civil eng dwgs for drain location. Provide 2" vent up in enclosure wall cut flush w/top of wall. 4. Trap Primer: Josam #88250, J.R. Smith #2699A of approved equal. Install per manufacturer's specifications. 5. FloorSink: Plastic Oddi ties PFS -300 -T receptor w/ dome top strainer & 3/4 grate. Provide a reducer on the indirect pipe entering the floor sink to prevent overflows and splashing. For a typical 3" drain from a 3 or 4 compartment sink, provide a 1-1/2" reducer. 6. Backflow preventer: Dual check backflow preventer: brass 3r bronze body, with union connections, sized to entrance line. 7. Clean -Outs: Shall be flush with finish floor, finish wall or finish grade. Clean-out in wall shall be Smith 4530; in tile floor, Smith 4025; in carpet areas, Smith 4025; in concrete floor, Smith 4245 with scoriated cover, and in outdoor lines, Smith 4280 set in 18"x18"x6" concrete pad. Cl ean-outs shall be formed around to prevent concrete from touching at pouring of slab. Clean -outs shall be grouted after adjustment for elevation for finish floor and to receive finish floor materials. Approved equals by Zum, Wade or Josam are acceptable. 8. Water Heaters: a. See plumbing plans for specification. SECTION 15500 - AUTOMATIC SPRINKLER SYSTEM PART1-GENERAL 1. General Requirements: The notice to Bidders, Generai Conditions, Special Conditions and all subsequent addenda or bulletins shall be considered a part of this division of the Specifications and shall apply to the Contractor for the work under this division insofar as they apply to him or his work. The system shall be dry type (unless wet/dry required by permitting authorities) with compressor installed in sprinkler room. a. System shall be designed as Light Hazard Occupancy. b. Pipe sizing shall be per NFPA 13 Hydraulic Calculation method c. Fire Sprinkler Contractor shall be responsible for obtaining a flow test for the purposes of hydraulic design. 2. The Contractor for the work under this division shall carefully read the above mentioned documents and study the drawings of all trades. He shall be responsible for neglect to read or attend to any paragraph or items contained herein. 3. The term "provide" shall be defined as "to furnish and install complete and in working order". The terms "this Contractor" or the Contractor" shall refer to the Sprinkler Contractor. 4. Scope of Work: a. The work shall include, but is not necessarily limited to the sprinkler systems and any appurtenances common to the systems, generally consisting of pipe, fittings, valves, hangers, covering, painting, cleaning, testing and such other work as is necessary and specified This contractor shall schedule delivery of equipment and piping and complete his work so that there is no interruption in the project work schedule. b. The Contractor is responsible for complete piping drawings. Any pipings layout on plans is for effect only. 5. Shop Drawings: a. This Contractor shall submit to the Architect shop drawings or catalog cuts in accordance with the general conditions and special conditions. Shop drawings and/or catalog cuts shall be furni shed for, but are not necessarily limited to the following: b. Alarm Valves c. Sprinkler'Heads d. Indicator Post Valves e. Valves f. Water Motor Gongs g. Siamese Connections h. Complete Sprinkler System Layout i. Air Compressor (Dry System) connected to riser, sized by contractor. 6. Approval: Layout drawings shall be approved by the Fire Marshal or appropriate authority prior to commencing fabrication or installation. 7. Regulations and Permits: All work under this section of the Specifications shall comply with all laws, ordinances, rules and regulations of the local authorities having jurisdiction according to NFPA, pamphlet no. 13 and the Associated Factory Mutual approval and shall be subject to the inspection and approval of the authorities having jurisdiction, notwithstanding anything in this Specification to the contrary. The Contractor for the work, under this division of the Specifications, shall obtair and pay for all permits required to initiate and complete the work under this contract. 8. Tests: a. Upon completion and prior to acceptance of the sprinkler installation, the Contractor shall subject the system to the tests required by the appropriate governing agency and N.F.P.A. No. 13. b. Contractor shall fumish and install, adjacent to the sprinkler riser main, a printed sheet, protected by transparent cover, giving brief instructions regarding control, emergency procedure and other matters necessary for full utilization of the system. 9. Fire Protection Equipment Guarantee: All equipment and components furnished under this Specification shall be guaranteed for a period of one (1) year from the date of acceptance. Failures of any part of the guaranteed equipment during the guarantee period shall be promptly replaced with new parts by and at the expense of the Contractor. PART 3 - EXECUTION 1. General Notes: (Applicable where required.) a. Sprinkler piping shall be pitched to drain. Pitch shall be one quarter (1/4) inch to one-half (1/2) inch fall per each ten (10) feet of run. b. Occupied areas shall have chrome dry pendant sprinkler (165 deg. F). Attic area shall have upright sprinkler (212 deg. F). Mechanical rooms shall have chrome dry pendant sprinkler (286 degrees F). c. All sprinkler piping shall be run concealed Siamese Connection shall be brass of size requiredby local jurisdiction and, lettered "Automatic Sprinkler". Do not run piping above electrical panels. d. Provide a four (4) inch pipe from main service to Siamese Connection. Provide Ball Drip. Run all piping concealed Locate per floor plan or site plan for access by Fire Department truck. e. Main four (4) inch piping runs and branching tees may be grooved piping. All branch and runout piping shall be threaded and "crewed fittings. SECTION 15800 - MATERIALS AND WORKMANSHIP - iAVEXr PART 1 - GENERAL 1. Materials and Workmanship: a. This Subcontractor shall provide for all cutting and excavating not provided in other sections of the plans and specifications which may be necessary for the admission of any part of the heating, air conditioning and refrigeration systems. All required special foundations and supports not shown on the Architectural and Structural Plans shall be provided by this Subcontractor. b. Equipment as specified and shown on working drawings. c. All work shall be in accordance with applicable code and accomplished in a workmanlike manner. d. Compliance andPermits: This Subcontractor shall agree to complete compliance with all applicable requirements of the National Board of Fire Underwriters and all local codes andlaws applicable to this type of work. He shall obtain and pay for all permits required by competent authorities for this work and file such permits with the Owner when obtained 2. Tests and Guarantees: a. The Subcontractor shall work with the Test & Balance company employed by the General Contractor as described in Section 01200 Special Conditions, #4. b. Furnish the services necessary for a minimum of two complete adjustments of the air handling system and exhaust systems for the first cooling system and the first heating season after the job is complete and operating under load conditions. Supply and return air grilles and registers shall be checked with a recently tested and calibrated direct reading velocity instrument and all shall be properly adjusted to deliver or return the specified amounts of air before Test & Balance company performs their work.' c. The Subcontractor shall guarantee all equipment, materials and workmanship for a period of one (1) year from date of completion of the first test period. A five (5) year warranty is required on the compressors. He shall promptly replace or repair to the satisfaction of the Owner, any portion of the work which proves defective during the guarantee period This guarantee shall cover the cost of material and labor. d. The Subcontractor shall furnish first charges of refrigerant, grease, oils, etc., and shall be responsible for all such full charges for the guarantee period. Two sets of filters for each unit shall be provided. First sets of filters to be used during construction. Second set of filters to be installed at return air filter grilles and none to be installed in mechanical units. e. The Subcontractor shall make available to Owner, without added cost, free service during the guarantee period This shall not include cleaning or replacing of filters. f. The Subcontractor shall guarantee that individual pieces of equipment furnished shall have equal or greater capacity than specified herein. 3. Electrical Work: a. The Electrical Subcontractor will provide all power wiring and connections to all electrically operated heating, air conditioning and ventilation equipment, except as otherwise specified, as shown on the Electrical Plans. b. The Heating and Air Conditioning Subcontractor shall furnish and install all required motor starting equipment, as specified and/or required; and shall furnish all controls as specified and as required to properly complete the installation of the system. c. Electrical Subcontractor shall provide all primary wiring; Heating and Air Conditioning Subcontractor shall provide all secondary wiring. Coordinate breaker sizes and lighting locations with Electrical Subcontractor. PART 2 - PRODUCTS 1. Split systems . Units shall be split systems with matching components. a. Units shall be as listed on M-2 or equal. b. Insulation and adhesive shall meet NFPA 90A requirements for flame spread and smoke generation. d. Cabinet panels shall be easily removable and located for service. e. Condensate pan shall be externally trapped. f. Provide vibration isolation andflexible connections. 2. Supply and Exhaust Fans: As specified ort M-2. Provide vibration isolation. 3. This Subcontractor shall supply andinstall all materials necessary for proper venting of bath exhausts, and range hood including, but not limited to, ductwork, flashing and roof caps. Curbs shall have 12" minimum flashing and shall be 12" minimum high. 4. Ductwork: a. Horizontal and vertical supply and return main and trunk ducts: Shall be supported by blocking. Fasten to trusses at maximum 4'-0" O.C. All ductwork shall be installed in accordance with the latest issue of SMACNA's and ASHRAE's minimum installation standards. All duct connections shall be sealed with duct mastic and duct tape. Sheet metal shall comply with ANSI/ASTM A 527, lockforming quality, with ASTM A 525 G90 zinc coating on exposed locations. Gauges and reinforcement shall comply with SMACNA "Low Pressure Duct Standards", latest edition. Ductboard is not allowed b. Flexible Ducts: Will be installed with no angular bends. Length of duct shall not exceed 8 feet. Atco Rubber Products, n " n ore equal. Insulation shall be 1 thick R 5.3 Inc. Flexible Duct q , minimum fiberglass. Jacket shall have aflame spread rating of 25 or less and a smoke developed of 50 or less. c. Balancing Dampers: Provide a manual damper for each supply diffuser, of single or multi -blade type, constructed in accordance with SMACNA "HVAC Duct Construction Standards". Dampers shall be accessible for balancing. d. Motor Operated Dampers: Dampers in the outside air ductwork shall have neoprene edging or expanded vinyl bulb seals. Actuators shall be electrical type with built-in heater to prevent moisture build-up, provide transformer for 24V actuators. e. Duct Sealing: Seal all supply, return, outside air and exhaust ducts to SMACNA Class "C" seal using fiberglass mesh & mastic sealant equal to United Duct Sealer meeting U.L. 181B - M. Seal entire perimeter of all joints. Seal around the duct and ceiling penetrations throughout the buil ding to maintain the integrity of the walls and ceilings. Mastic sealant shall be non - hardening, non -migrating, elastic sealant, type applicable for fabrication/installation detail, as compounded and recommended by manufacturer specifically for sealing joints and seams in ductwork. The application process for mastic requires that all duct connections be mechanically fastened with screws or rivets or, when using flex duct, with metal or plastic bands. The area to be joined should be wiped clean with a dry rag. The mastic is then applied with a trowel or brush (according to its viscosity) and spread one inch beyond the opening. For 1/4 to 1/2 inch openings use fiberglass mesh tape under the mastic. A larger gap needs a rigid material covering. If tape is used for sealing ducts, it should be U.L. 181 foil tape. The tape rating must be stated on the tape and must meet U.L. 181B -FX (flex duct). However, mastic is preferred over tape. All connections (splices, Ys, Ts, and boots) must be sealed. Additionally, boots should be sealed to the sheetrock. Penetrations into the plenum shall be sealed Flex duct inner liner requires air sealing, while the outer j acket needs only to be secured with a band or draw -tie. The air handler itself must be sealed, including sealing the air handler to the platform. The return plenum shall be lined on the interior with duct board (foil face in), and sealed Penetrations into the plenum, such as refrigerant line chases, shall be sealed. 5. Duct Insulation: a. Internal liner shall not be allowed. Exterior wrap for supply & return duct shall be R-8 two (2) inch +/- thick, 3/4 lb. density. All ductwork shall be insulated in accordance with the latest issue of SMACNA's and NESCA's minimum installation standards. All exhaust ductwork shall be insulated with 1" thick 3/4" lb density insulation. b. Insulation shall have a flame spread rating of twenty-five (25) or less and smoke developed rating of fifty (50) or less. 6. Ceiling Diffusers: Shall be per M-2 equipped with opposed blade damper. White baked enamel finish. Kitchen diffusers shall be equipped with a manual damper accessible to the occupant. 7. Access Doors in Duct: Shall be hinged type with Cam locks. Doors shall be hinged to provide tight seal with the air pressure. Doors shall be factory fabricated as manufactured by Air Balance Inc. or *Ventfabrics. Provide access door for each fire damper. S. Exhaust Registers: Rectangular exhaust registers shall be all aluminum, each equipped with opposed blade damper, similar and equal to Lima Register Co. Series 90 RA H OB or an approved equal with White baked enamel finish. 9. Supply Sidewall: Sidewall grilles shall be per M-2 and have individually adjustable vertical bars with attached multi- louver damper, similar and equal to Lima Register Co„ 90 V ML. See plans for air diverter Locations. White baked enamel finish. 10. Return Air Filters: Shall accessible through a removable access door with no screw removal (tool -less). 11. Controls: Contractor shall furnish and install a 7 -day programmable thermostat and sub -base for each air handling unit as shown on plans and indicated in Specifications. Thermostat shall be a Honeywell T138220, no equals accepted. See M-1 for stats required to have remote sensors for temperature averaging. Remote sensors shall be T7770A1006(20k) or T7770A3002(10k). Coordinate exact location of sensors in field. All stats shall be located in the office. 12. Smoke detectors required in ductwork to shut down unit shall be ionization type and listed by UL or FM for duct installation. Detectors shall be provided with an approved duct housing, mounted exterior to the duct, and shall be provided with perforated sampling tubes extending across the width of the duct. Also provide remote alarm indicators with key switch. PART 3 - EXECUTION 1. Maintenance: Furnish complete necessary maintenance information with equipment which requires preventive maintenance for efficient operation. Required routine maintenance acti ons shall be clearly stated and incorporated on an accessible label, which may be limited to identifying, by title and/or publication number, the operating and maintenance manual for that particular model and type of product. SEWER & WATER CALCULATIONS STREET: 98th Street CITY: Carmel STATE: Indiana SANITARY FIXTURE UNITS: 19 Water Closets 0 6 = 114 5 Lavatories @ 1 = 5 26 Hand Sinks @ 2 = 52 1 Prep Sink @ 4 = 4 1 3 -comp. Sink @ 4 = 4 1 Mop Sink @ 3 = 3 2 Drinking Fntn @ 1 = 2 16 Floor Drain @ 2 = 32 1 Washer @ 2 = 2 218 = 4" pipe @ 2% 6"pipe @1% DOMESTIC WATER CALCULATIONS: Cold Hot 19 Water Closets @ 2 = 38 0 5 Lavatories @ 1 = 5 5 26 Hand Sinks @ 0.5 = 13 13 1 3 -comp. Sink @ 3= 3 3 140 degree 1 Prep Sink @ 3 = 3 3 1 Mop Sink @ 225 = 2.25 2.25 140 degree 0 Dishwasher @ 2 0 0 2 Drinking Fntn @ 0.25 = 0.5 0 4 Hose Bibbs @ 5 = 20 0 1 Washer @ 3 = 3 3 140 degree 87.75 29.25 117 Total FU Demand = 46 GPM Additional Demand Load = 0 GPM Total Demand Load = 46 GPM Horizontal Pipe Length Tap to Meter: 82 ft Meter to last fixture: 175 ft Fittings (30%): 77.1 ft Vertical pipe length: 4 ft Total Length: 338.1 ft PSI Loss. 314" Rise: 6 . 0.43 = 2.58 psi Meter & Backflow: 13 psi Tap: 0.4 psi Last fixture. 8 psi Total Loss: 2398 psi Water Distribution Siziing: 1.25" Street Pressure 50.0 psi ASSUMED Total Loss: 24.0 psi Difference: 26.0 psi Max PSI per 100 It of pipe: 7.7 psV100' Service Line Size: 1.5 in CU min Velocity: 5.0 fps (8 max) Calculated Friction Head: 2.1 psV100' Assume type L copper tube =1 "4 C_ - m o� -m ('� �s13o LL m 61L :' mr-tm�13 ��OL�-N OCCx013,3 �'Nna �- 0 L r 'a 0 OmN.2 L to m r _W M ulo.c( 's� 1€M oo M -N .1W_V o",u°= a �' o C L.30r- N QQ , CD u 0�'�L '0 OO 2L LL - m X Q0 C 6 Fma1iCE :1 O O C-, C a a v 4M L D IL VJ N O 0 C 0 o ,� O 6 L. � I N O L. C 13 13 Z 13 � L < - m d0CL 1diRp� soHoo�-5 Pipe size Velocity FPS Flow GPM Flush Tank FU .Lo o m0a m 112 4 2.9 1 J 314" 5 7.5 8 ucco3 1" 5.9 15.2 21 N 1.25" T5 32 60 zo � "� Amo, C m 1.5" 8 50 132 T: o FLoc So Assume type L copper tube =1 "4 C_ - m o� -m ('� �s13o LL m 61L :' mr-tm�13 ��OL�-N OCCx013,3 �'Nna �- 0 L r 'a 0 OmN.2 L to m r _W M ulo.c( 's� 1€M oo M -N .1W_V o",u°= a �' o C L.30r- N QQ , CD u 0�'�L '0 OO 2L LL - m X Q0 C 6 Fma1iCE :1 O O C-, C a a v 4M L D IL VJ N O 0 C 0 o ,� O 6 L. � I N O L. C 13 13 Z 13 � L < - m d0CL 1diRp� soHoo�-5 S►te: MIMROSE SCHOOL at NEST CARMEL 3738-3746 1N. 98TH ST. 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ALUMINUM DRYER VENT THRU WALL, TERMINATE I ; loo 12 j3••I TOP o so" SUPPLY DUCT • .�..:_ ♦ ®❑3 ❑2 / � � WITH WALLGAP, PAINT AS D I REGTED BY ARCHITECT. 5HEET METAL) I ; ° i 3/4” DRYER SHALL BE EXHAUSTED IN ACCORDANCE _ FLEX DUCT ° ` - B r' \ :'”"• • 3 WITH MANUFAGTURER'S INSTRUCTIONS. SEE DTL. 5HT M-2. ❑ IOp 1 \ i2 RETURN DUCT ❑I , ; :'r 3/411/ FROM ROOF INTAKE - i } 2 OUTSIDE AIR (SHEET METAL) " CONNECT TO RETURN DUCT IN ATTIC WITH AG; _.._•••...,c-........• »I, AGGE55IBLE MOTORIZED VOLUME DAMPER W/ - - - - - - - - OUTSIDE AIR DUCT,1...............................•••........... 3 1 ! 1 NO DUGT5 OR WA " \ 1011 ? ` 3 LOGKIN6 QUADS. MOTORIZED DAMPER IN (SHEET METAL) ® i ;i ! PIPING ABV PANELS ' HIGH - OPEN W/TG EXHAUST DUCT ® ; I M ^ E / DUCT (5HEET METAL) 1 i 1 ":.-:::xx:::::::: 3 OUTSIDE AIR INTAKES SHALL BE LOCATED A II 14======� ` I2x12 DOOR. GRIL I \ 9 €I TLT' #II / ,'M 6A5 VENT L`___________________ _ ' - \ K € 3 ao MIN OF 10' FROM ANY HAZARD OR NOXIOUS -_ \ H CONTAMINANT SUCH AS CHIMNEYS, PLUMB VENTS, ------ - - - CONDENSATE LINE r__________________ „� �` Iso FULL STREETS ALLEYS, PARKING LOTS, EXCEPT AS SPEGED UC AG -41i AG -3 = _ _ _ _ _ , I \ 16 PLENUM UNDERCUT DOOR -� '; ' 1, Ai',G..�S€ ^,. , OTHERWISE IN CODES. WHERE A SOURCE OF 'ICI 8 \ ;' 13 I I2 CONTAMINANT 15 LOCATED WITHIN IO' OF AN Q THERM05TAT5 5HALL BE PROGRAMMED TO ALLOW A 5° +/- ® ® ! Ett__ 8"_� __ _ • •»8•'r�••••••.• � 6 INTAKE OPENING, SUCH OPENING SHALL BE LOCATED ADJU5TMENT. 5TAT 5HALL BE LOGATED IN THE DIREGTOR'S OFFICE. -� A MINIMUM OF 2' BELOW THE CONTAMINATION SOURCE.€ e 18"cG t 3 3 ® 6REENHEGK 6R5F INTAKE W/FLASHING FLANGE ®PROVIDE OMS ARE SERVED BY1146 �N T AND ONE SENSOR ON ALLA5 5HONN ON PLAN�OTHER UNITS. MULTIPLE 14 I i• �1 a 6REENHECK 6R5F VENTILATOR W/FLA5HING FLANGE AUTO-SWITGHOVER SHALL BE ENABLED ON STAT. AG -6 AG -5 3 `,3 ; I 3/411 1 O =t 11j - - - � - - ©OUTDOOR AIR SUPPLIES SHALL HAVE MOTORIZED DAMPERS TLT #12 1 L THAT SHUT WHEN THE 5Y5TEM5 ARE NOT IN USE. DAMPERS (7ENERAL NOTES ® i E ; I 13 1 I .. t , 3 SHALL BE CAPABLE OF 5HUTTIN6 OFF DURING 5ETBAGK 1) ALL SUPPLY a RETURN DUCT WORK SHALL BE INSULATED WITH 8 12 _'.• n H IS"� 2" DUCT WRAP WITH ALL SERVICE JACKET 4 SEALED. WRAP II `� _--- GLA55ROOM DI (NIGHTS/WEEKENDS) $ HAVE A MAX LEAKAGE OF 3 GFM L�====____________= O ?a I Iso INTAKE 4 EXHAUST DUCTS WITH P INSUL.+VAPOR RETARDER E SEAL;;E - UG ` UG PER Si0 I" W.G. IN ACCORD WHEE /AMCA 5TD. 500. 2) ALL DUCT SHALL BE 5T METAL. _ F-_1] EXHAUST FANS SHALL BE IN-LINE DIRECT DRIVE UNITS ROUND BRANCH DUCT SHALL BE METAL EXCEPT AG -8 AG -7 LAST & MAY BE FLEX. (SEE DETAIL) ON M-2 I4 HUNG IN ATTIC FROM TRUSSES W/HANGING VIBRATION PROVIDE TURNING VANES AT ALL RECTANGULAR ELBOWS 3 8 .•..... ISOLATORS 4 BAGKDRAFT DAMPER -SEE DTL. 5HT M-2. 3) SHEET METAL DUCT 6AU&E5 AND CON5TRUGTION SHALL BE ® II ` `' IN ACCORDANCE WITH THE LATEST EDITION OF 5MAGNA LOW ® III I6"� 18"d> : ; : ® TYPE "B" 6A5 VENT THRU ROOF TO FLUE GAP. SEE FLUE I 1_ TOI, T #10 PRE55URE DUCT STANDARDS. € M GAP DETAIL 5HT M2. SEE ROOF PLAN FOR EXACT LOCATION 4) MOUNT ALL THERMI5TER5 5'1 A.F.F. _______ 5) REFER TO ARCHITECTURAL DRAWING FOR EXACT LOCATION' 14 F-_1]WOF ALL GRILLES, DIFFLER�, ETCNOT USED - ATER HEATER HAS SEALED COMBUSTION . € € ! I , 6) LABEL ALL THERMOSTATS, INDOOR UNITS, AND OUTDOOR_________; 8 _ ` -/- €-�-r� IOu 10 GRILLE IN CEILING SHALL BE PROVIDED WITH PLENUM UNITS WITH ENGRAVED PLASTIC 516%. _=====r O p FULL SIZE OF GRILLE BY MIN. 14" HEIGHT. �) ROUTE ALL DUCT WORK IN ATTIC SPACE. EF -4 , 400 G g) LOCATE ALL ROOF JAGK5 AND INTAKE -5 ON THE REAR ® ® j E= i GFM II THERMOSTATS SHALL BE 24HR/-I DAY PROGRAMMABLE AVERAGING HOFS' 12 U a) W LOCATE ALL THERMOSTATS ON ALL BEHIND DOOR IN AG -10 AG -Q 3 I' t ❑7 ❑5 STATE, MATCHED TO THE UNIT SERVED. THERMOSTATS SHALL DIRECTOR'S OFFICE. PROVIDE THMM15TER TO SENSE I BE SET BY THE CONTRACTOR AS FOLLOW5: TEMPERATURE AT LOCATIONS SHOWN BY T ON PLAN. G 10) ALL TOILET ROOM DOORS ML15T BE UNDERCUT I" MINIMUM. I i€ G D 78 ° GOOL I NG — OGGUP I EDi 1 315 I COORDINATE WITH GENERAL CONTRACTOR. 860 GOOLI N& — UNOGGUPIED 11) CONTRACTOR SHALL VERIFY EXACT 5PAGIN6 BETWEEN TRU55E5 W/TRU55 MFGR PRIOR TO 5TARTIN6 DUCTWORK. CONTRACTOR MAINTAIN ACCESS A 720 HEATING — OCCUPIEDSHALL VERIFY THE ALL DUCT5 HAVE ADEQUATE 5PACE IN THE VENTILATION CLEARANCES 13 640 HEATING — UNOGGUPIED ATTIC. IF THERE 15 ANY CONFLICT(S), NOTIFY ARCHITECT. AS REQUIRED BY MANUFACTURER - € ' 12) COIL5 SHALL BE AGGE55IBLE AND CLEANABLE. PROVIDE CLEARANCE INFORMATION TO CONTRACTOR AND/OR 3 € ARCHITECT BEFORE ORDERING E THERMOSTATS SHALL BE PROGRAMMED TO ALLOW A 50+/- UNITS TO ENSURE THE SCREENING ADJUSTMENT. 5TAT SHALL HAVE SETBACK CAPABILITIES FENCE 15 PROPERLY LOCATED. € ' THERM05TAT5 SHALL BE LOCATED IN THE DIREGTOR'S OFFICE €i. €3 PROVIDE AVERAGING SENSORS A5 5HOWN ON PLAN W ••• HERE MULTIPLE I ;,-------------...»..---------------------._•.•._ _..•»..•_ »»•»•. � �< � ............:..........._•._? l�.•..•... . . ..... ..................••••.... •3 39a t t i1 3 13 E _ ......_ ORIZED DAMPER POVeRM BY 1 E i UNIT -OPEN DURING OPERATING HOURS BAGKDRAFT OFF NI&HTS AND NEEKENDS / DAMPER ! OUTSIDE AIR INTAKE — — APRIL.AIRE — € i 1 CENTRAL 1c € , DEHUMIDIFIER D E I I € 12 MERV 13-15 AIR FILTER EXHAUST FLUE 400 1 (ACCESSIBLE) ill GLA55ROOM 02 e N BY A UNIT AND ONE 5EN50R ON ALL OTHER UNITS. - - »-.».••••••••...._ _........... .........••..••..•...._._.___ _.. _ __ W._ ._••_ _ _•......._ •.••__.. _ _ ____. _•••w ROOMS ARE SERVED 3 ; AUTO-SWITGHOVER SHALL BE ENABLED ON 5TAT. `� � 12 PIPE 3/4" CONDENSATE LINES FROM EACH UNIT a Vail PER FT. SLOPE HVAG FLOOR � INDIRECT TO FLOOR DRAIN OR SERVICE SINK, SECURE TO TRU55E5 AT I S PROVIDE SMOKE DETECTION IN THE RETURN AIR 5Y5TEM OF UNITS 4'o.c. MIN. PROVIDE EMERGENGY PAN DRAINS W/FLOAT 5WITCH TO UPSIDE OF FILTERS OR OA GONNEGTION5. 5GALE 3/16" = 1'-0" SHUTOFF UNIT WHEN PRIMARY DRAIN PAN FILLS. 13 MEDIUM EFFICIENCY AIR FILTER -SEE FURN/GOIL ELEVATIONS 16 PROVIDE APRIL HIRE #1770 WITH A 5 YEAR WARRANTY. NORTH BE INSTALLED IN ACCORDANCE WITH MANUFAGTURER'5 INSTRUCTIONS 14 REFRIGERANT LINES DOWN WALL, TO UNITS - SEAL W/ FOAM �� - I.1/` 1 II A r / t I /r/I'•'1 1 Y l It, I A / /•T� A I � t 1r A / t-]/�/ IT I r T A It I I A 1 -1 1\ 1i 1 I\ nr 11 I 1 iia/l\ /It -i1- Tlnl/l L� A 1�ITt-/ L.� i•'•%iZl T_/i /iii =/11 I A I I IAIT T� AiJG a II HORIZONTAL FURNACE SUPPLY AIR DUCT 6"min II 6"min II o — — RUB13ER150LATORS 12 v- GALVANIZED STEEL 3OVERFLOW DRAIN PAN /4" PVC INDIRECTLY CONNECTED TO SANITARY 3" BEYOND UNIT ALL SIDES SYSTEM. TRAP AS REQ D �^ / W/FLOAT SWITCH CUTOFF BY EQUIP MANUFACTURER ` ` X�( XX^/\ %�,(�%�X�%�X�XY) 2x6 FRAMING AT 24 O.G. %` - x- - -_ 3/4" PLY WD. - FULL BATT INSUL. 5L 5-2 FU NAGE/GO I L ELEVATION NO SCALE NOTES: Q COILS SHALL BE ACCESSIBLE AND GLEANABLE. 2) PROVIDE ONE DEHUMIDIFIER ON EACH OF UNITS I, 4, 6 AND 10. v ROS ,4 New Building For: 1MPrimrose School Franchising Company ® 3660 Cedarcreet Road Acworth, 6eorgla 30101 GOPYRI&HT O 2013 Primrose School Franchising Company These drem" and the design represented hereby are the S G exclusive pr operW oP PWmoss 51 pool FralcNe" Co. \ _J Raproclvcttan'ar _any use of Nuse dl -cm s othw than for %'� O O `' the pprroject wIt«Ictsd wlthwt the express written carad oP Pr °Tiros. School Frarhurlg Go. is prohblted. My ulaudwMad use will bis mblw6t to legal actlon. 51te: Point One Design, Ltd. PRIMR05E 50HOOL at Consulting Engineers WEST CARMEL 9941 York Theta Drive North 933 High Street, Suite 106 3738-3746 W. g8th 5t. Royalton, Ohio 44133 Worthington, Ohio 43085 CARMEL, IN 46032 440-230-1800 Fax 440-230-1831 614-540-3500 Fax614-540-3502 Building Type: IN -2013-5 Ueveland9polntoneeesign.com columbusiPpointonetlesign.com v ROS ,4 New Building For: 1MPrimrose School Franchising Company ® 3660 Cedarcreet Road Acworth, 6eorgla 30101 GOPYRI&HT O 2013 Primrose School Franchising Company These drem" and the design represented hereby are the S G exclusive pr operW oP PWmoss 51 pool FralcNe" Co. \ _J Raproclvcttan'ar _any use of Nuse dl -cm s othw than for %'� O O `' the pprroject wIt«Ictsd wlthwt the express written carad oP Pr °Tiros. School Frarhurlg Go. is prohblted. My ulaudwMad use will bis mblw6t to legal actlon. 51te: PRIMR05E 50HOOL at WEST CARMEL 3738-3746 W. g8th 5t. CARMEL, IN 46032 Building Type: IN -2013-5 Date: Drn:5tGlff 8/IQ/2013 Gkd:5tGlf f Revls,ionsi: Drawing Number: M-1 � 1 -I -I Drawing Title: HVAC FLOOR PLAN bid & permit set TILATION AIR REQUIREMENTS Primrose School at West Carmel SYMBOL FUNCTION MANUFACTURER MODEL FINISH REMARK ® SUPPLY AIR TITUS TDGA 6x6 6'0 NECK MUTE GYP BO GEILINS ® SUPPLY AIR TITS Provided Provided GYP BD CEILING © SUPPLY AIR Net Occupant Code R R OA OA Code Req'd Code Req'd Cfm Cfm Cfm Cfm 6REENHEGK I.D. Name Area w/diversity Class People Area People Area OA Vent. supply Return OA` Exhauat Pressure TITUS, Vestibule 137 208/230/1 Vest. FTLRWExm T TITU5 35ORL. 18x1& 10.40 NBOK MHITE 0 JO 350 350 35ORL 22:22 I2'40 NECK MITI! 1200 KO Reception 170 2 Office 6 0.06 10 10 20 WiITE 225 225 f MVXfflXf*T TITUS 35ORL 22x22 18'40 NECK MTE Office 159 1 Office 5 0.06 5 10 15 1200 200 200 1600 1 14.1 30/2 208/230/1 Conference 138 2 Office 6 0.06 10 8 18 TXG04gCAHPD 200 200 F5/G5 1600 0.5 100/'TCI Car Seats 34 120/1/60 Inactive 0 0.12 0 4 4 0 0 0 4" 1257 F6/G6 1400 Toilet#1 67 8056 Toilet 0 0 0 0 0 75 0.30 IN. EXP. VALVE TUDI1306OAgH31B 76 4" 1257 Water Room 78 05 Inactive 0 0.12 0 9 9 0 75 75 0.30 IN. EXP. VALVE TUDI806OAgH31B RXG036C5AGG Corridor 283 F8/68 Corridor 0 0.06 0 17 17 1 1/3 150 76 CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDIB060AgH31B 1066 5 1257 Fq/Gg 1200 05 60/47 83 75 1200 1125 300 76 22� Al Infant #1 477 8 Daycare 6 0.18 48 86 134 60/47 500 400 120/1/.50 100 q A2 Infant #2 512 10 Daycare 6 0.18 60 92 152 400 300 100 989 18 286 0 900 700 225 200 2,r B1 Toddler 440 12 Daycare 9 0.18 108 79 187 550 400 EP1 Early PS1 530 16 Daycare 9 0.18 144 95 239 650 500 Toilet #3 56 Toilet 0 0 0 0 0 75 0 160 Toilet *4 711 Toilet 0 0 0 0 0 150 0 1 150 1097 28 427 225 1200 900 300 300 C Warm Pantry 260 1 Kit 5 0.12 5 31 36 25 900 650 360 Staff 56 1 Office 6 0.06 6 3 8 125 125 Toilet #2 62 Toilet 0 0 0 0 0 75 0 0 75 Resource 137 1 Office 5 0.06 6 8 13 175 175 Corridor 660 Corridor 0 0.06 0 40 40 4001 325 1176 3 97 100 1600 1176 400 425 -25 EP2 Early PS2 533 9 Daycare 10 0.18 90 96 186 675 626 EP3 Early P83 552 9 Daycare 10 0.18 90 99 189 675 525 Toilet #6 71 Toilet 0 0 0 0 0 150 0 0 150 Toilet *6 80 Toilet 0 0 0 0 0 150 0 0 150 Stora a 65 Inactive 0 0.12 0 8 8 50 50 0 1301 18 383 300 1400 1100 350 300 60 EXP Explorer 1080 22 Daycare 10 0.18 220 194 414 1200 900 Corridor 260 Corridor 0 0.06 0 15 15 200 200 Toil et*9 53 Toilet 0 0 0 0 0 75 0 0 150 Toil et#t10 53 Toilet 0 0 0 0 0 75 0 0 160 1436 22 429 150 1400 1100 350 300 50 C1 Preschool#1 760 17 Daycare 10 0.18 170 137 307 1200 1060 Toilet #7/8 70 Toilet 0 0 0 0 0 150 0 150 830 17 307 150 1200 1050 300 160 150 C2 Preschool #2 766 17 Daycare 10 0.18 170 138 308 1200 1050 Toilet#718 701 Toilet 0 0 0 0 0 150 0 150 835 17 308 150 12001 1050 300 150 150 D1 Kindergarten 1001 18 Daycare 10 0.18 180 180 360 1100 950 Wash Room 114 Active 6 0.12 0 14 14 9 100 0 100 Toilet #11/12 70 Toilet 0 0 0 0 0 75 0 150 11851 18 374 84 1200 950 300 260 50 D2 Kindergarten 958 18 Daycare 10 0.18 180 172 352 1200 1050 Closet #2 25 Inactive 0 0.12 0 3 3 0 0 Toilet *11/12 70 Toilet 0 0 0 0 0 76 0 160 1053 18 1 1 1 355 75 12001 1050 3001 150 160 I I I I J I I 18ullding 1641 1 1 1 1 30601 1309 1 960ni 102001 31261 2300 826 AIR D 15TR I BUTI ON 5GHEDULE SYMBOL SYMBOL FUNCTION MANUFACTURER MODEL FINISH REMARK ® SUPPLY AIR TITUS TDGA 6x6 6'0 NECK MUTE GYP BO GEILINS ® SUPPLY AIR TITS TDGA 41x41 ONO NECK W4ITE GYP BD CEILING © SUPPLY AIR TITU5 TMA 12x12 10"0 NECK WHITE GYP BO GEILINS, DO SUPPLY AIR TITUS TOGA 12x12 12'0 NECK WHITE GYP BO GEILIN6 O NOT USED EXHAUST FAN 6REENHEGK 400 IN-LINE © NOT USED 115 V/I0 lD2O 3O EF -5 EXHAUST FAN 6REENHEGK EaO FTURN&*AU5T TITUS 3508- qxq 6'40 NECK WHITE 1400 HO FenFN/E*wrT TITUS, 35ORL 12x12 WO NECK WHITE 208/230/1 IQ FTLRWExm T TITU5 35ORL. 18x1& 10.40 NBOK MHITE 13 JO FzrwjvEXHAUST TITUS, 35ORL 22:22 I2'40 NECK MITI! 1200 KO Fmnw4E*wj5T TITUS 350RL. 22x2? 14.40 NECK WHITE 208/230/1 © FZTURXMXK"T TITUS 55ORL 22x22 16'0 NECK WiITE 13 OM f MVXfflXf*T TITUS 35ORL 22x22 18'40 NECK MTE 1200 NO 1 WTUR &*wj5T TITUS, 24x56 WALL GRILLE WHITE 208/230/1 I. REFER TO ARCHITECTURAL SECTION FOR TYPE OF CEILING. COORDINATE MOUNTING FRAMES AND LOCATION WITH ARCHITECTURAL DRANINC75 A-3. 2. FRAMES SHALL BE TYPE I - DRYWALL FRAMES 3. ALL 5UPPY DIFFUSERS 4 -WAY U.N.O. FAN 5GHEDULE SYMBOL FUNGTION MF6R GFM TYP. MODEL NO. HP VOLT5/PHA5E EF -1 EXHAUST FAN 6REENHEGK 725 IN-LINE 50-120-6X-00 1/6 ® .375" 115 V/IO 0 2Q 3O EF -2 EXHAUST FAN 6REENHEGK 525 IN-LINE 5Q -10 -BX -00I/8 ® 375" 115 V/I0lOO 3O EF -3 EXHAUST FAN 6REENHEGK 300 IN-LINE 50 -85 -BX -00 1/12 ®.375" 115 V/Io (D EF -4 EXHAUST FAN 6REENHEGK 400 IN-LINE 5Q-qO-5X-QD 1/10 ® .375" 115 V/I0 lD2O 3O EF -5 EXHAUST FAN 6REENHEGK 350 IN-LINE 50-415-13X-00 1/15 ® .375" 115 V/I0 I 2 3 1400 43,000/31,400 24 13 Il.q 40/2 208/230/1 4TTA404251 0 PROVIDE VARIABLE SPEED GONTROL FAN EQUAL TO KB El EGTRONIG5: KBWG FAN GONTROL. 2O PROVIDE 150LATION DAMPER5 AND BAGKDRAFT DAMPER. FAN SHALL BE CONTROLLED BY TIMEGLOGK PROVIDED BY ELEGTRIGAL TRADE. 3O PROVIDE SLOPED GURB FOR ROOF VENTILATION HOODS System No. 1 1 1 1 1 1 1 1 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 6 7 7 8 8 9 9 9 10 10 10 PROVIDE 1/8" RODS AND VIBRATION ISOLATORS, (4 REQUIRED) -� EXHAUST DUCTWORK WITH TRANSITIONS A5 REQUIRED (TYPICAL) IN-LINE FAN "L__1 \ I AIR FLOW FLEXIBLE CONNECTION (TYP) INLINE FAN DETAIL NO 50ALE 4' MAXIMUM METAL STRAP MAX. SAG I/2" PER FOOT OF I" MINIMUM. SUPPORT SPACING. dim PIPE HANGER MAX. SPAGIN6 FLEX DUCT NOTES= IJ DUCT SHOULD EXTEND 5TRAIGHT FOR 12 INCHES INCHES FROM A CONNECTION BEFORE BENDING. 2J SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. FLEX DUCT HANGING DETAIL NO SCALE SUPPLY DUCT O 4 AIR SCOOP 5TAINLE55 STEEL DRAW BAND AIR FLOW FLEXIBLE DUCT RUN SPIN -IN FITTING W/VOLUME CONTROL DAMPER (INSULATE) FLEX DUCT CONNECTION DETAIL AIR COOLED CONDENSING UNIT SCHEDULE -1 PHASE MARK RATED CFM COOLING CAPACITY HT / HS MGA SEER COMPRESSOR RLA MOGP ELECTRICAL SERVICE BASIS OF DE516N- TRANE MODEL AC- 1 1200 36 800/2 7 600 20 13 14.7 30/2 208/230/1 4TTA403651 AC- 2 qOO 30200/22,000 18 13 13.5 30/2 208/230/1 4TTA403051 AG- 3 1200 36,800/21000 20 13 1 14.1 30/2 208/230/1 4TTA403651 AC- 4 1600 4q,000/36,000 28 13 21.2 45/2 208/230/1 4TTA404851 AC- 5 1400 43,000/31,400 24 13 Il.q 40/2 208/230/1 4TTA404251 AC- 6 1400 43,000/31,400 24 13 I'7A 40/2 208/230/1 4TTA404251 AG- 1 1200 36,800/21,600 20 13 14.7 30/2 208/230/1 4TTA405651 AG- 8 1200 36 800/21,600 20 13 14.1 30/2 208/230/1 4TTA405651 AC- q 1200 36,800/21,600 20 13 1 14.1 30/2 208/230/1 4TTA4056BI AG- 10 1200 361800/27boo 1 2015 1600 1 14.1 30/2 208/230/1 4TTA4036131 SLOPE TO DRAIN 4" MIN. 4" MIN.- COOLIN6 COIL THREADED GAP WITH I" - HOLE DRILLED IN TOP THREADED GAP DRAIN PAN 1 LINE SIZE �J UNION EQUAL TO DRAIN PAN CONNECTION DEEP SEAL P -TRAP ROUTE AS INDICATED ON DRAWINGS. CONDENSATE P -TRAP DETAIL NO SCALE MANUAL VOLUME DAMPER SUPPORT TO STRUCTURE ABOVE. / \ SCHEDULE PROVIDE AUXILIARY DRAIN PAN BELOW INSULATED FLEXIBLE DUCT ON GON1?EN5ER FAN(5) FOR LOW AMBIENT 8'-0" MAX. LENGTH 4JN15TPJT 16 GAGE OPERATION DOWN TO 30 DE6.F. 1-5/8" x 1-5/8" RUN ON METAL SHIELD TOP OF BOTTOM Lp,RGER THAN UNIT BOTH DIRECTIONS. CHORD OF JOIST. ASTIG OR TWO WRAP5 OF UL 181 -B -4--X TAPE FURNACE SECTION - NATURAL 6A5 FOLLOWED BY A BAND ON THE GORE, MASTIC SHALL PROVIDE POWER WI�RINS THERM05TAT5 TAPE OR BAND SEGURING INSULATION LAYER ACCORDANCE WITH MANUFACTURER'S z ' WRAP INSULATION DOWN TO COIL SECTION GLC. FORMING AIRTIGHT SEAL. •REFRIGERANT PIPING INSULATED .5�1 INSULATION WITH EQUIPMENT SUBMITTALS. MAIN DUCT - uJ REFER TO ARCH. NOTE: METAL CLAMP AROUND FLEX DWGS. FOR CEILING TYPE AFUE DUCT 4 COLLAR. CONNECTION HAN&ER5 IN CONTACT GEILING DIFFU5ER TO BE DRAWN T164T 4 TAPED. WITH COPPER SHALL TYPE BE COPPER PLATED MAX. PR DROP OR TEFLON COATED. NOTES: I. METHOD OF INSTALLATION FOR AIRTIGHT SEAL WILL BE TYPICAL GRINNELL q7 OR q7G FOR ALL FLEX CONNEGTIONS TO AIR DISTRIBUTION DEVICES. FI/CI CONNECTIONS SHALL BE PER MANUFACTURER'S INTALLATION INSTRUCTIONS. 0.5 2. REFER DIFFUSER SCHEDULE FOR CORRECT GEILING DIFFUSER. 80% CEILING DIFFUSER DETAIL 120/1/60 NO 5CALE FLANGE/ANCHOR TO WALL DRYER WALL GAP 4 FLEX CONNECTION 6 MIN. FLOOR DRYER VENT DETAIL APPROVED EQUALS: CARRIER, LENNOX, YORK/JCI LENNOX 15 AN APPROVED (NOT REQUIRED) VENDOR:DEREK GREEN - NATIONAL ACCOUNTS SALES ADMINISTRATOR - DIRECT PH: 4112-4411-6082 FAX: 4112-808-8351 - TOLL FREE Ph: 800-361-6285 FAX: 800-572-4001 VENT GAP VENT PIPE - PAINT TO MATCH ROOF E N STORM COLLAF FLA5HIN6 ROOF THIMBLE 11, CLEAR 'r"t,f:'E "B: DOUBLE WALL VENT PIPE 10'-O" MIN AIR HANDLING UNIT SCHEDULE PROVIDE AUXILIARY DRAIN PAN BELOW EXTERNAL 5TATIG PRESSURE AVAILABLE ON GON1?EN5ER FAN(5) FOR LOW AMBIENT SUSPENDED AIR HANDLERS IN GEILIN6 AFTER COIL, FAN GAGING AND GLEAN OPERATION DOWN TO 30 DE6.F. SPACE. AUXILIARY PAN SHALL 8E 3" FILTER PROVIDE THERMOSTATS, TRANSFORMERS AND 24 Lp,RGER THAN UNIT BOTH DIRECTIONS. REFRIGERANT LINES AND INSULATION SHALL MARK FURNACE SECTION - NATURAL 6A5 BE 51ZED AND INSTALLED IN 5TRIGT SHALL PROVIDE POWER WI�RINS THERM05TAT5 GONNEGTION. GONTRAGTOR SHALL PROVIDE AND ACCORDANCE WITH MANUFACTURER'S SHALL BE MOUNTED ® 5-6 A.F.F. COIL SECTION REGOMMENDATION5. PROVIDE 5UBMITTAL5 ON Q BASIS OF DESIGN INSULATION WITH EQUIPMENT SUBMITTALS. PROVIDE 5 MINUTE TIME DELAY TO uJ CFM E.5.P. IN/OUT M.B.H. AFUE TYPE ELECTRICAL SERVICE BLOWER NO. T HP GONNECTIONE RLA GAS TYPE HANDLING UNITS MAX. PR DROP REFRIGERANT CONTROL FURNACE- TRANE MODEL COIL- (VERIFY) TRANE MODEL FLUE SIZE 0 AREA (sq. In) FI/CI 1200 0.5 60/41 80% HORIZONTAL 120/1/60 1 1/3 q 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDIBO6OAgH31B RXGO36C3AGC 4" 12.51 F2/02 q00 OS 60/41 80% HORIZONTAL 120/1/60 1 1/5 10.4 1/2" CASED, "A" FRAME 0.30 IN. EXP, VALVE TUDIE:O6OAgH315 RXG030G3ACC 4" 12.51 F3/63 1200 0.5 60/41 8096 HORIZONTAL 120/1/60 1 1/3 q 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDI506OACIH3115 RXG036C3ACG 4" 12.51 F4/G4 1600 05 80/64 8056 HORIZONTAL 120/1/60 1 3/4 12.8 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDIG08OAcIH41A TXG04gCAHPD 4" 1 12.51 F5/G5 1600 0.5 100/'TCI 50% HORIZONTAL 120/1/60 I 1/2 11.6 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDI5I0OAcIH315 RXG04gC5AC6 4" 1257 F6/G6 1400 05 60/47 8056 HORIZONTAL 120/1/60 1 1/3 q 1/2" CA5ED, "A" FRAME 0.30 IN. EXP. VALVE TUDI1306OAgH31B RXG043G3AGG 4" 1257 F7/G7 1200 05 60/47 80% HORIZONTAL 120/1/60 I 11*3 q 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDI806OAgH31B RXG036C5AGG 4" 1257 F8/68 1 1200 05 60/47 80% HORIZONTAL 120/1/60 1 1/3 Cl 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDIB060AgH31B RXC036C3ACG 4" 1257 Fq/Gg 1200 05 60/47 80% HORIZONTAL 120/1/60 1 1/3 q 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDI1306OAcIH315 RXG03603AG0 4"1 1257 FIO/CIO 1 1200 05 60/47 80% 1 HORIZONTAL 120/1/.50 I 1113 q 1/2" CASED, "A" FRAME 0.30 IN. EXP. VALVE TUDIB06OAcIH315 RXC036G3AGC 4"1 1257 NOTES FOR SPLIT 5Y5TEM 56HEDULE PROVIDE SOLID STATE HEAD PRESSURE GONTROL PROVIDE AUXILIARY DRAIN PAN BELOW EXTERNAL 5TATIG PRESSURE AVAILABLE ON GON1?EN5ER FAN(5) FOR LOW AMBIENT SUSPENDED AIR HANDLERS IN GEILIN6 AFTER COIL, FAN GAGING AND GLEAN OPERATION DOWN TO 30 DE6.F. SPACE. AUXILIARY PAN SHALL 8E 3" FILTER PROVIDE THERMOSTATS, TRANSFORMERS AND 24 Lp,RGER THAN UNIT BOTH DIRECTIONS. REFRIGERANT LINES AND INSULATION SHALL VOLT CONTROL WIRING, ELEGTRIGAL GONTRAGTOR PROVIDE UNITS WITH 51N6LE POINT ELEGTRIGAL BE 51ZED AND INSTALLED IN 5TRIGT SHALL PROVIDE POWER WI�RINS THERM05TAT5 GONNEGTION. GONTRAGTOR SHALL PROVIDE AND ACCORDANCE WITH MANUFACTURER'S SHALL BE MOUNTED ® 5-6 A.F.F. MAINTAIN ALL UNITS WITH MANUF.'S REGOMMENDATION5. PROVIDE 5UBMITTAL5 ON Q RECOMMENDED CLEARANCES FOR UNIT SERVICE. INSULATION WITH EQUIPMENT SUBMITTALS. PROVIDE 5 MINUTE TIME DELAY TO uJ c� L PREVENT GOMPRE55OR SHORT GYGLINS. V PROVIDE ADEQUATE 5IIPPORT5 AND Qr'0 X f� Y VIBRATION 15OLATOR5 OP! ALL AIR PROVIDE GONDEN5ATE DRAIN 'P' TRAP MINIMUM 4) N HANDLING UNITS 4" DEEP, OR TWIGE THE TOTAL 5TATIG PRESSURE, VIHIGHEVER 15 GREATER. ALL RATINGS ARE BASED ON CONDITIONS OF q5 �EO.9N DE6.F OUTSIDE AIR TEMPERATURE AND ENTRANGE AIR GOMPRE55OR SHALL HAVE 5 -YEAR WARRANTY, bO DES D.B. AND (21055. W.B. TO EVAPORATOR ALL OTHER EQUIPMENT SHALL HAVE MINIMUM I COIL. YEAR WARRANTY. s INCLUDE AGGES5ORIE5 NECESSARY FOR LONG PROVIDE 5UGTION AGGUMULATOR, LINE APPLIGATION5 FOLLOW LONG LINE REFRIGERANT DRYER, AND 516HT GLASS. APPLIGATION 6UIDELINE5 NOTES FOR SPLIT 5Y5TEM 5GHEDULE EXHAUST FANS (4) CONTROLLED BY TIME CLOCK - ON DURING OPERATING HOURS. OUTSIDE AIR DAMPERS CONTROLLED BY UNIT THERMOSTAT. UNITS SET TO CONTINUOUS AIR CIRCULATION. 1dRp 4g00� 0 mE o00a 0M� L N O m 4- vloX p:9 J a U 6 O =�0CN OCL V " c m O a � rn3�8 .W Oa�i�v Q L +: N ` l \ uJ c� L V 0 W Qr'0 X f� Y 0 a •O 4) N N � �N- �EO.9N .tj- s C La'�; QL N V �Lg� m B O N L aQL43 4) X 0-E O O s c 6 O IL -C W L v O M a I_ C OL a O N O L X-C z O N i M Ul E "z K C < m �Qa. 1dRp 4g00� Site. PRIMROSE SCHOOL at Y,EST CARMEL 3738-3146 K 88TH ST. CARMEL, IN. 46032 Building Type: IN -2015-5 Drawing Title: 5GHEDULES 4 DETAILS Date: Drn: staff 8ACI/2013 Gkd: staff Drawing Number: M-2 Revision5: bid & permit set 0 mE o00a 0M� Z6 4- vloX p:9 J =�0CN S C � E E m O a � rn3�8 .W m Q N 0 08 uJ o d 0 W o� mo f� Y 0 a •O `0 >�Mg N � �N- Site. PRIMROSE SCHOOL at Y,EST CARMEL 3738-3146 K 88TH ST. CARMEL, IN. 46032 Building Type: IN -2015-5 Drawing Title: 5GHEDULES 4 DETAILS Date: Drn: staff 8ACI/2013 Gkd: staff Drawing Number: M-2 Revision5: bid & permit set - W.._._,,.,--- ..............------`---_,_. ,,,_,,. a ..,...»,...,_"I----,"",,--,-.,--,---.----.-,:-- - . ._,.,_..,,,,,.,, _._,----..,,--, .... CLA55ROOM GI GCA EE EE E E ? GLA55ROOM G2 I EE uE 3 i I€ t _• E ' •t f 3 €% '• I E ' I i E E t � : € „ 'r .....,. ... „mumu_,»,,,,,,,,,,,,,,, \ :............................. • : „...............................»_»��_.....,,,,..,,,,.»,,,___.._.........,,.,-,,.,,.,,,,..».avvuuvuuuuua\s,,.,•.mu .,..................\.,.,.,,.., _,.......,,.,� 1. 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T t T E , 1 E F 1 I 3 ...................TOILET 311 FD , ` t t t } ��•�� 211 „ � GLA55ROOM EP2 `\ O ;,;;" GLA55ROOM EPI i ' , E 4" E TOILET Flu" ...i.. .............aM.........,. .,..i»..,.. .....:EEi :E i �..?; SEE X -I 4 CIVICS FOR 4 CONTINUATION 11,t� - t ; `` " I� € I;i"�•`^..�� ii € OFFICE E _% i 11 411 4 E E € 6 t n € \� t F $ �:..................... i t 2 /ro V I I� € CLASSROOM BI Iq TOILET €s�" I,.._.. —; �j I _ E O t O }tet _.... _,,.........:.::............. �y 1: -------- u; _- t 1 3 FD E€ t € •E i t I \ = EE O €E E _ 11 \ t' ......._.. I I j -..• WG \� ` I -4 I RECEPTION _....._...._._,_,,,,, , i, tt .... EEE ,€�E € � � " : i ._....... 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E,,, i 3 3111 TRAP -::x:::: ?.i... t„ E ; i i \€ 1` t " t E �� _• .� ` .:•`'� � �� E, COMP t TIE I; t € E ii i i 11 } ? ` 5TARFF € E 4 F5 II E, i EE 3j it Y E i i' i i 3E .....................� 11 i } v ' E E } i ..,,,.,T1 €€ I€ _„Y........�,,.,,,,',,.,»`.` t I i „E i Iia E €-vt f ,. �It i E €EE I it E't• E ' ' "E•tE€ FLOOR PLAN - SANITARY 5YSTE t 5GALE : 3/16” = 1'-0” ® i I '�VI LE6END PLUMBI1 O -- — -- GOLD WATER -- -- HOT WATER WASTE ----------------- VENT GATE VALVE —'-"-"—HWR-'-"-"- HOT WATER RETURN GENERAL NOTE5 GAS GOGK I. INSULATE ALL HOT WATER t HOT WATER RETURN PIPING �I�— UNION WITH I" ARMAFLEX BELOW FLOOR, IN INTERIOR WALLS a ABOVE CEILING. GW GOLD WATER 2. PROVIDE TRAP PRIMER TO ALL FLOOR DRAINS. PROVIDE HW HOT WATER 3/8" GW SUPPLY TO ALL FLOOR DRAIN TRAP PRIMER5. 3. TH15 CONTRACTOR 5HALL PROVIDE WATER CONNEGTION5 HWR HOT WATER RETURN TO THE PROPER UTILITY A5 5HOWN ON THE 51TE PLANS. yq WASTE 4. WATER PIPING RUN BELOW FLOOR. NO JOINTS OR V VENT FITTINGS ALLOWED BELOW FLOOR. 5. LOCATE ALL VENTS ON REAR ROOFS. LOCATE ALL VTR VENT THROUGH ROOF VENT5 10' AWAY FROM ANY EXHAUST OR INTAKE DUCT. STD STANDARD 6. ALL GLEANOUT5 ARE TO BE THE FULL 51ZE OF THE 5ANITARY HD HUB DRAIN OR WA5TE BRANCH TO WHIGH THEY ARE IN5TALLED. 1. ALL 611 5ANITARY AND HASTE LINE -5 ARE TO BE 5LOPED WGO GLEAN OUT IN WALL AT MIN. I/8" PER FT. FGO GLEAN OUT IN FLOOR 5. FLUSH CONTROLS SHALL BE ON THE OPEN 51DE OF THE ACCESSIBLE WG, AWAY FROM WALL. 6GO GLEAN OUT TO GRADE q. GON1ZAGTOR IS CAUTIONED THERE 15 A LONG LEAD HB HO SE B I BB TIME FOR JR. GL 05ET5 4 THE ROUGH -IN 15 NOT A 5TANDARD DIMENSION. FD FLOOR DRAIN 10. GROUT/SEAL ALL FIXTURE5 TO THWA E LL OR FLOOR. H/G HAND I GAPPED 11. THI5 CONTRACTOR 5HALL PROVIDE 5EYNIER GONNECTION5 TO THE PROPER UTILITY A5 5HOWN ON THE 51TE UTILITY PLANS. 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CLO. 1/2” — 3 4 11 €' 311 FIS € I € ' CONNECTION TO 0 51NK 1/211 1/21' I—I/2" I—I/2" 5EE ARCH FOR HGT. } E .• E E i i € BA ,K OF TRAP 2 2 FOR CONDENSATE 5EE DTL - 5HT P-3 'I € O SINK I/2 I/2 I-1/2 I—I 2 ` " 11 / 5EE ARCH FOR HST. it t € E 4 ,ILIn"T ; , • €, HG LAVATORYI/2 I/2 - /4 I- 34" AFF TO TOP OF RIM i 28 i »- " 25 E MOP SINK 1/211 1/2" 311 311 140 DEGREE HOT HATER H/BAGKFLOH t• F. Gel O HASHER 1/211 1/211 211 211 140 DEGREE HOT HATER t n i P ; a` 4 "0 t WGO I € Oa LARGE SINK 3/4" 3/411 211 211 3—COMP. 51NK 3/4" 3/411 21' 211 140 DEGREE HOT HATER L TOILET #12 I I GREASE TRAP 311 211 40# 20 6W Iljj 1 € E :i ; E NOT U5ED DRINKING FOUNTAIN 1/2" 1-1/211 1-1/2" 5EE ARCH FOR HST. GLA55ROOM DI I GLA55ROOM D2 » _-- » ._ »" »� ' I E t i I : I4 HG LAVATORY 1/2" 1/2" 1-1/4" 1-1/4" 24" AFF TO TOP OF RIM % E , , : EE i ! t1 E€ , k = IE II EE E i IE 11 E t , E i EE : t : _.2 11 E I E 51te: PRIMR05E 56HOOL at NE5T CARMEL 3 -Ob -3746 W. g8th 5t. CARMEL, IN 46032 Bullding Type: IN -2015-5 Date: Drn: 5tof f WIq/2013 Ckd: stof f A New Building For: Primrose School Franchising Company 36o Cedarcreet Road Acworth, CGeorgla 30101 COPYRIC-HT Qc 2013 Primrose School Franchising Company These dram" and the design repreesnted hereby are a exclusNeproperly oP PWnrose School Mvrehlsing Go. Reprodllc It on'or aly use oP these draw gs of w than for thepr affect Worded wlthmt the a�'ess rrltten consent o► P' Yrlrose scllaal FralchlsYg Go. Is proH�lted. My uncut wMilild use will be sWJect to Iegal =tlon. Revisions: Drawing Number: fD— I Drawing Title: 5ANITARY SEWER PLAN bid & permit set 0 ............................................ .............................. ... . . . — - - ---------- .................... ........ . � - .......... ........•- f ------------------------- vu....... ------ ..... .............. . . . ................................... . .......... * - — ---------------------------------- — - - — --------------- --- - --- ------ ----- -............ ............. 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OPTIONAL WA gy- SOFTENER AREA WATER Room - - — ...........-...—,-t.., — - FIRE DEPARTMENT __7 ......... . . { iII_..„,E O i:i:E:: --ai ip j E' O ..E€II i EIE € e ,�f -_ CONNECTION T )ILET #(D . . ........................................ r ........... .............. GLA55ROOM GI 3/411 HA Mz_ r gul 0 .............. J 2 2 - 7�)` TOILET #1tt O EI EI TOILET #b r----- - -------------- - ---- ----- O fi I EE iE is Ej 4-- O „ 4 HP4 5/411 GA .......... . L .. Oj =. } IE- - ----------- .... . ....... ;, 1 1, .”, 5 2 TOILET #5 — - ------ - - lit 0 ----------- G4) t tit GLA55ROOM EP -3 /4GW L -S, q OFFIGE Li . .. ...... ---- ------ GLA55ROOM EP2 GLA55ROOM BI TOILET #rb i N . ". .0 7rI E3 I HN - - - - ------------ --- ------ ------ z 0 (4) $0 2 4 T TOILEEE t T #4 . . .... ... . ..... . A ........... GLA55ROOM EPI ii F. . . . . . . TOILET #2 2 ii EE r -- - ------ ....... ------ ---- I .......... - ------------------- - - -- - - - - — - ----------------- 4— -------- - --- Y A L .................. F z 7 - - - --------------------- -J 1�! t '11 1 i TOILET #qIE ff GN t3E :2)Ex WARMING II f . . . . . . . . . . . . . STAFFKITCHEN 2 TOILET #100 E3 GLA55ROOM G2 GLA55ROOM EXP. piva, 7 • i lE 5 O EIE o 3/4 i E€ O 11 CPq I II1/2 i1 ........... . ... .... .... .... ... .... .. ii 11 rI J .. . ........ .............. .............-1111. ........ ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ......... ........ ... .. . ........ ...... .... . . ....... ------ . ..................... .. . ....... . J1. .. .... ....... . .. . . . ...... ....... ...... ....... ....... ...... ....... ....... ...... ....... ...... ...... ....... ...... ... . .. ....... ..... ....... ....... IEI NATURAL 6A5 METER 4 RE6ULATOR A55EME3 -in I 7cl0 MBH 6A5 SERVICE E3ELOJ-lq LEGEND ji ........... SANITARY SEWER (ABOVE GRADE-) FCO FLOOR CLEANOUT SANITARY SEWER MELOK GRAM &V GATE VALVE VENT LINE (V) FD FLOOR DRAIN GOLD WATER SUPPLY (CAI FS FLOOR SINK Har WATER Oio DEeREES) (f" SC -O GRADE UEANOIn L HIS HOSE BIBB Har WATER 040 DEGREES) 0" PLAN NOTES CD HID HUB DRAIN HOT HATER RETURN E ............ VTR VENT THRU ROOF A — NATURAL GAS PREVENTER LOCATION WITH CIVIL ENGINEERING DW55 - PROVIDE 2" METER 104CO WALL CLEANOUT �&A-M VALVE ASV AC.CZ99151-115 IN 5LD6 ONLY WHEN LOCAL AUTHORITIES WILL NOT PERMIT SWr-OFF VALVE it MON IT TO 13E LOCATED ON SITE. GRADE 03Y LOCAL GAS GOi\, x w 1/2" SPLASH PAPS GONNEGTION ROUTE PIPING AROUND r--dL" /'IFOOTIN . X., II 3 ............. . . 13 kbE. ' 1.111 `1111.. ......... I "�\` � 13 NA5H ROOM /4" 140044 11� I" HN GLA55ROOM D' EIE 1/2"G ------ 7 II H e T_ ...... . ..... a"Ei --------------- i E - .........f-----.........1111.11_-_---- 11.111111-_____ .... ...... ... .... .... ... LJ , ILI 9 i IE /411 GN -------- - - - rJ, 1/211 1400HPq HW ........ .. 4. U _OPIA67E 5T , 2 O ................ ........ .-- ---- - ----- . ............i, _J1 — — ----- EE ji ........... Consulting Engineers ....... ..... ..... ....... ..... ...... 9941 York Theta Dm. North 933 High Street, Suite 106 371135-3146 W. q8th St. Royalton,Ohio 44133 Worthington, Ohio 43086— - - - - - . . . ............ . . ------------------ Fax 440-230-1800 Fax 440-230-1831 614-540-3500 F614-540-3502 I Building Type. IN -2015-5 clland@poinxtnedmign mm col—b-9pointonadesign—, � 5/ict/2015 Ckd;5tOf f FLOOR PLAN ...................... . ..... . ....................... L ii .................................................. PLAN NOTES CD - - ------------ J iE E ............ 1� —3 Ai I HN - - ---------------- - -- ........... . REGEPTION Ei i. tEI ......... I 1/4" GH . .......... TOILET I # J 1 O l i i L O 1/411 rh a A GLA55ROOM Al 5 OHN CLASSROOM A2 LN ,-318, aq 31411G, `-`ICE MAKEREI BOX 5 O GLA55ROOM 02 VESTIBULE Point One Design, Ltd. iE Consulting Engineers ....... ..... ..... ....... ..... ...... 9941 York Theta Dm. North 933 High Street, Suite 106 371135-3146 W. q8th St. Royalton,Ohio 44133 Worthington, Ohio 43086— CARMEL, IN 46032 Fax 440-230-1800 Fax 440-230-1831 614-540-3500 F614-540-3502 I Building Type. IN -2015-5 clland@poinxtnedmign mm col—b-9pointonadesign—, � 5/ict/2015 Ckd;5tOf f FLOOR PLAN ...................... . ..... . ....................... ii PLAN NOTES CD - - ------------ tit Ii E ............ E II I. 1-1/2" DOMESTIC WATER SERVICE COORWINATE METER 4 BACKLFLOY4 PREVENTER LOCATION WITH CIVIL ENGINEERING DW55 - PROVIDE 2" METER I II E \ II E t II '� - 1111.-,_ ----- ------..-1111 -----Et 1111. 33 L. .. . ......... ... ---- --- - -- - . ........... ----- - ---------------------- Point One Design, Ltd. PRIMR05E 50HOOL at Consulting Engineers ....... ..... ..... ....... ..... ...... 9941 York Theta Dm. North 933 High Street, Suite 106 371135-3146 W. q8th St. Royalton,Ohio 44133 Worthington, Ohio 43086— CARMEL, IN 46032 Fax 440-230-1800 Fax 440-230-1831 614-540-3500 F614-540-3502 I Building Type. IN -2015-5 clland@poinxtnedmign mm col—b-9pointonadesign—, � 5/ict/2015 Ckd;5tOf f FLOOR PLAN ViATER I$ CCAS 5)"STEM SCALE 3/16" = 1'-0" PLAN NOTES CD - - ------------ s H , 7M] EE I. 1-1/2" DOMESTIC WATER SERVICE COORWINATE METER 4 BACKLFLOY4 PREVENTER LOCATION WITH CIVIL ENGINEERING DW55 - PROVIDE 2" METER 2. PROVIDE WATER SERVICE BACKFLOW PREVENTOR IN 5LD6 ONLY WHEN LOCAL AUTHORITIES WILL NOT PERMIT IE IT TO 13E LOCATED ON SITE. - 5. CA MANIFOLD PIPINGYV5HUT-OFF VALVES. 4. NOT USED 5. W-1 - 140° F NATER HEATER - SEE PIPING DETAIL SHEET P5. ro. V414-2 - 110° F WATER HEATER - SEE PIPING DETAIL SHEET P5. 1. EXTEND T 4 P LINE TO FLOOR DRAIN. 8. 1/2" ON TO ICE MAKER K/BAGKFLOYA. iE NON -FREEZE HOSE BIBB a 2411 AF6 YV KEY LOOK 4 V5. INSTALL A4,0155515LE STOP VALVES ON PIPING 5ERVIN6 H05E 511555. PROVIDE ACCESS PANEL IN INTERIOR WALL. COORDINATE LOCATION li II WITH ARCHITECTURAL INTERIOR ELEVATIONS ACCESS COVERS SHALL E EE 13E J.R. SMITH # 4130,I5"XI5"-NB-U FLUSH WITH WALL COVER, 3 ii 10. 1-1/2" DOMESTIC SERVICE - SEE SPECIFICATION 5H PO. SEE CIVIL ENGINEERINC? DW66. 11. 4" FIRE LINE To FIRE SPRINKLER SYSTEM. SEE SPECIFICATIONS 5H PO. COORDINATE FIRE DEPT. CONNECTION LOCATION WITH 'IEE I LOCAL AUTHORITIES. 12. DROP FIRE SPRINKLER DRAIN PIPING IN TOILET ROOM EXTERIOR WALL WAGGE55 PANEL.. L -J A New Building For: Prlmro5e School Franchl5ing Company 56W Cadarcrest Road Acworth, &eorqla 50101 COPYRIGHT (D 2015 Primrose School FraynhIsting Company Thew clrcm" and the dooky roixvitentod �� am the exclusive of Primrose 561=1 Franchising Co. Reprodic Flo.onp."rny Leo of Owes drcm" othw than for H00 Mended mOxxt the Cox F:= conewt ZIA=, School Fray0fting C V . AW9 unaAhortwd we v4lll be subject to "I action. Site. Point One Design, Ltd. PRIMR05E 50HOOL at Consulting Engineers Y4E5T CARMEL 9941 York Theta Dm. North 933 High Street, Suite 106 371135-3146 W. q8th St. Royalton,Ohio 44133 Worthington, Ohio 43086— CARMEL, IN 46032 Fax 440-230-1800 Fax 440-230-1831 614-540-3500 F614-540-3502 I Building Type. IN -2015-5 clland@poinxtnedmign mm col—b-9pointonadesign—, � A New Building For: Prlmro5e School Franchl5ing Company 56W Cadarcrest Road Acworth, &eorqla 50101 COPYRIGHT (D 2015 Primrose School FraynhIsting Company Thew clrcm" and the dooky roixvitentod �� am the exclusive of Primrose 561=1 Franchising Co. Reprodic Flo.onp."rny Leo of Owes drcm" othw than for H00 Mended mOxxt the Cox F:= conewt ZIA=, School Fray0fting C V . AW9 unaAhortwd we v4lll be subject to "I action. Site. PRIMR05E 50HOOL at Y4E5T CARMEL 371135-3146 W. q8th St. CARMEL, IN 46032 Building Type. IN -2015-5 Date: Drn: 5tOf f 5/ict/2015 Ckd;5tOf f Revl5lon5: Drall,41rig Number: F-2 Drawing Title: KA7L:R 4 C7A5 PLAN bid & permit set WH#2 ONLY - THERMAL EXFAN51ON ZVA6UIM RELIEF VALVE 6" ABSORBER - AMTROL ABOVE WATER HEATER. WATTS MODEL 5T-12 4.7 GAL #28g OR EQUAL . 5HALL I" GW INPUT _ GOMPLY WITH AN51 221.22 10 - �A_, 6 i P14 Y WATTS OOg-QT"__� OR EQUAL THERMOMETER I" GOLD 3 PVG VENT i DIELEGTRIG TSP VAL — UNION (TYP) -----------------------I1 i GHEGK VALVE (5RUNDF05 1/12 H.P. PUMP -01 I" (I100) WH #2 AQUA5TAT I 13/4" (1400) WH #1 I i" GOLF, HOT WATER SEE SCHEDULE BELOW I I UNION (TYP) RETUR I I 1 � SYSTEM MUST SHUT DOWN DURING OEE I = jPEAK HOURS � U EMERGENGY DRAIN PAN -------------------------j WITH 3/4" PIPE TO WH#2 ONLY WILL �� FLOOR DRAIN W/FD HAVE GIRL. SYSTEM DRAIN VAL 3/4" PIPE TO EXTERIOR NATER HEATER F I F I NC3 DETAIL NO SCALE OAS MATER HEATER 5GHEDULE MARK 5TORAGE INPUT -MBH* REGOVERY-GO°FD T EFFIGIENGY BASIS OF DESIGN GONNEGTION5 TEMP AH -I -15 GAL 75 75.8 GALLONS 80 % RHEEM PDV75 3"(P VENT 1/2" GAS 140° WH -2 50 GAL 65 65.7 GALLONS 50 % RHEEM PDV-50-65 3"(P VENT 1/2" GAS 1100 L �. °' O E_= O N> 01 O cc��v 0 l \ I. LABEL WATER HEATER5 "I10 DEGREE5" AND 940 DEGREES" 2. WATER -HEATING EQUIPMENT NOT SUPPLIED WITH INTEGRAL HEAT TRAP5 AND SERVING NON -G I RGULATI NG 5Y5TEM5 5HALL BE PROVIDED WITH HEAT TRAP5 ON THE SUPPLY AND D I SGHARCGE PIPING A550G I ATED WITH THE EQUIPMENT. 3. PROVIDE HEAT TRAP5 IN ACCORDANCE WITH MANUFACTURER'S IN5TRUCTION5. O I \ \ ?~ 04 \ \\ I 2 NOTE5: 5EE 5H PI FOR FIXTURE TAGS. O 5EE 5H P2 FOR PLAN NOTES. O HANDIGAP ACGE551BLE SINK O I. LOGATE ALL VENTS ON REAR ROOFS. LOCATE ALL VENT5 10' AWAY FROM ANY EXHAU5T OR INTAKE DUCT. 2. ALL GLEANOUT5 ARE TO BE THE FULL 51ZE OF THE 5ANITARY OR WA5TE BRANGH TO WHIGH THEY ARE INSTALLED. 3. ALL 4" 5ANITARY AND WA5TE LINES ARE TO BE 5LOPED MIN. I/8" PER FT. 4. FIELD VERIFY 51TE 5ANITARY INVERT ELEV. PRIOR TO ANY WORK. UO O � 4 EXTERIOR WaL TO BUILDING ALARM GONG CHECK VAL SPARE 5PRI1% CABINET W/1^ PER NFPA-13 FIRE DEPARTMENT-—-, SIAMESE CONNECTION FLOW 5WITCH EG TO WIRE TO ALARMS. PRE55URE GAUGE HYDRAULIC NAME PLATE ALARM CHECK VALVE 0.5.*Y. VALVE W/ TAMPER SWITCH 1/2" AUTOMATIC DRIP IP = GRADE 5PLA5H BLOCK BY SPRINKLER7 NTR. 12" AFF BY FG CO 2 DRAIN PIPING DOUBLE CHECK EXTEND TO EXTERIOR BACKFLOW PREVENTER NOTE. FINISH 4 INSTALL TAMPER %4ITCHE5 FIRE SERVICE BY OTHERS ON ALL 0.5. a Y VALVES. ELECTRICAL CONTRACTOR TO WIRE. SPRINKLER R 15ER DETAIL NO SCALE i 1114 I II� I 0 I 0 J1` \ I \ I I \ I i \\ (D I \ / (Di ' I J �J \ 1 \�1 / O WASTE ff VENT RISER NO SGALE TWO FIXTURES SET BAGK TO BAGK WITHIN THE D15TAN6E ALLOWED BETWEEN A TRAP AND ITS VENT, MAY BE SERVED W 1 TH ONE GONTINUOU5 501L OR WASTE -VENT PIPE, PROVIDED THAT EACH FIXTURE WA5TE5 SEPARATELY INTO AN APPROVED DOUBLE FITTING HAVING INLETS AT THE SAME LEVEL. STAND (TYP) / / / / / / / / / / / / / / / / / / 1/2" TEMPERED WATER LINE UNDER-THE-COUNTER THERM05TATI G TEMPERING VALVE —+- TEMPERING VALVE SERVING LAVATORIES IN TOILET ROOMS #1 4 #2 SHALL BE 5YMMON5 "MAXLINE" MODEL 5 -210 -GK WITH A MINIMUM FLOW OF .5 GPM AND 2 GPM ® 10 P51 PRE55JRE DIFFERENTIAL. NOTE: TEMPERING VALVE SHALL BE L15TED TO A55E 1070 STANDARD. THERM05TATIG TEMPERING VALVE (TN) DETAIL NO SGALE FIXTURE JR SMITH EZE-2688 AUTOMATIG TRAP PRIMER VALVE WITH CHROME FIN15H (OR APPROVED EQUAL) COPPER, WITH NO JOINTS BELOW FLOOR TRAP PRIMER VALVE DETAIL NO SGALE lrlR'ipMAL /4 �1 N m E 8 oar m o� 7C3 - O LL O NO a Of L OIfC O = Nn Ov � 0 .W "s C) 2 o E ^' a) VJ c C 5 M4 orx OW L �. °' O E_= O N> 01 O cc��v 0 l \ m 3�sa V �oamoa, Q2_ -b Lmmmo rn 0 4-- �EOL9 5 .— J2 (� _r_ -0 C S a-0 Ii i moo V m '0 > -0 Lk � m >Em� � (I O s c 6 l l E v Q V L 1L 1� N —°o c n 1L L � N Os • O L � In z K o E < 11Z m 0 Q0E lrlR'ipMAL /4 Site: PRIMROSE SCHOOL at WE5T CARMEL 3740-3746 W. 88TH ST. CARMEL, IN. 46032 Building Type: IN -2013-5 Drawing Title: R15ER5 4 DETAILS Date: Drn: staff 5/IQ/2013 Gkd: staff Drawing Number: P-5 Revl5lons: bid & permit set 0 N m E 8 oar 7C3 - O LL O NO a Of L OIfC O = Nn Ov M .W m C) 2 o E ^' a) VJ c ' c a) > (h p O 5 M4 orx OW �. °' �oLLo o19g E_= O N> -goo N 0 o Site: PRIMROSE SCHOOL at WE5T CARMEL 3740-3746 W. 88TH ST. CARMEL, IN. 46032 Building Type: IN -2013-5 Drawing Title: R15ER5 4 DETAILS Date: Drn: staff 5/IQ/2013 Gkd: staff Drawing Number: P-5 Revl5lons: bid & permit set F-5 8o MBH I "G 14' F-7 \ 3, IG 60 MBH 5' 1116 F-6 3' &0 MBH 1116 \ 4' G 2 I„G 1-1/4"0 25' 3' 2" GAS IN ATTI 20' UNION 67A5 GOG \ F-3 60 MBH DIRT LE61, DROP I-I/4"G \ 21' / F-4 80 MBH VISE, 2a F -I 60 MBH 31 NATURAL OAS RISER NO 5GALE DIRT LEG, GAS COCK, AND UNION ARE TYPICAL NOTE: AT EACH EQUIPMENT r.ONNEGTION. I "G 10' BEFORE ANY OAS SYSTEM P I P I NO 15 F 1 NALLY PUT I NTO SERV I GE, IT SHALL BE TESTED TO ENSURE THAT IT 15 OAS TIGHT. WHERE ANY PART OF THE SYSTEM 15 ENGL05ED OR \ 3' GONGEALED, THIS TEST SHALL PREGEED THE WORK OF GL051 NO I„ 6 1 "G F-2 IN. TO TEST, THE P I P I NO SHALL BE FILLED WITH AIR OR INERT 31 60 MBH CAS, BUT NOT WITH ANY OAS OR OTHER LIQUID. TESTING, I NSPE I N AN PUBO I NG OF GA5 P I P I NO SYSTEMS SHALL 6o MBH GTO D COMPLY WITH NFPA 54. ! &At5 51 Z I NO TABLE BASED ON .5 WG PRESSURE TOTAL PIPE LENGTH = 1.75 FT. 51 ZE MAX MBH 1/211 3-7 3/4” -M 1 " 145 1-1/4" 300 1-1/2" 460 2 " 850 2"G. Uq O o �o - I X \ • I 1/4"G. \ / .00 �\ / 4 \ O J'-° F-8 ~ 6' PN TO HTR HEATER5 60 MBH \ I"6 coE \ ` \ / �I "HWAC<,ESSI5LE 60 MBH (D 130 MBH cno L L s 6 o J bio` oc c: 2"C-,'- 6' MP SHALL BE PRO�- VIDW AT POINTS PIPM WFERE CADWE SATION O i, 6 3 m I, WH -I WILL TEND TO COLLECT -TYPE os L'� Q-c'o SZ Q THRU HALL ABOVE SLAB----- WH-2 55 MBH 1 75.0 MBH 6005 O I HW \ METER/REGULATOR ASSEMBLY: SEE NOTE 5 TH15 SHEET 7a0 MBH MAX EQUIV. LENGTH = 175' MAIN SHUT OFF OAS GOGK OAS SERVICE BELOW GRADE. ---3 O O NOTE: DOMESTIC REFER TO MANUFACTURERS I TEMPERED RECOMMENDED PIPING HATER i INSTRUCTIONS. I TEMPERED WATER TO FIXTURES t - — THERMOMETER REG IRGULATING 1/2" 3/4" x I " HOT WATER I INGREA5E4;iPUMP (RHWP) AQUASTAT G THERMOMETER i GHEGK5TOP5 - —► - - ON INLETS I/2" I HOT HW GW I WATER i SOURCE � � I" x 3/4" REDUCER \ I x 3/4 REDUCER 1 1 GOLD i I „ SHUT-OFF I HATER I VALVE (TYP) SUPPLY CHECK VALVE 1 dam. I II HEAT TRAP - - - CHECK - BALL VALVE TO BALANCE - I SYSTEM ISOLATION BALL VALVE i—� - - - (NORMALLY OPEN) t I" GOLD HATER SUPPLY 1/2" BY-PASS OF TEMPERED HATER NOTE: IF HIGH TEMPERATURE WATER 15 PIPED TO BY-PA55 INLET OF SMALL BEING RECIRCULATED IT MUST BE TIED MIXING VALVE. MUST BE IN DOWNSTREAM OF THE DOMESTIC DOWNSTREAM OF CIRCULATOR BUT HATER RETURN LINE CHECK VALVE. BEFORE BALANGING VALVE. THERMOSTATIC MIXING VALVE (TMV PIPING DIA6RRM - WH -2 ONLY NO 5GALE THERM05TATIG MIXING VALVE (TMV): LAHLER MODEL 61 MIXING VALVE WITH THREE -HAY PROTECTION, TAMPER RESISTANT CONTROL ADJUSTMENT, FULLY ROTATABLE INLETS 4 OUTLETS, INTEGRAL MOUNTING FLANGE CAST IN THE BODY, A55E 1017 AND G5A 5125.3 CERTIFIED. 3/4" INLETS 4 OUTLET. SET VALVE ® 110 DEG F. 5 6 I, x� O O O O /� 4 , OI "G. 3/4"H \� I 11 If 1/2 H / / 6 O 10 I ` i \I ' I r ` r \ IF \ r � I \ r � r 1 1/4"G. 3/4"G. '-I jo / / / /8" TO 1 1/4"G. --/ GONVEGT. OVEN O r I 10 O\� 8 I" 5/411H � , \ I Y G4) O6 /-.-)/2"H-1400 Q21.2511G. 3/411H \> , , \ / f O Q i /3/4"H <� 2 f 1/2"HWR Iloci 5 5/4"G � ` 3/4"G.� o I Q \ O2� Oi i I/2" \/ 1/2" 5PLA5HPAD GONNEGTIO / POTABLE WATER RISER / U /i NO 5GALE V (D O X_ _ OO soHoo�-� 0 coE ID d I (D 70 cno L L s 6 o J bio` oc c: Oman = N o v, O 6 3 m o os L'� Q-c'o SZ Q 0c x N � 4) 1) N O }' 6005 aid) d) c o N )E131:3' cj ad � *! N Is Q, V c ��oQo� IE qx) O O v v 6 c L �U L O a m O Os E <D— mQ� soHoo�-� Site: PRIMR05E SCHOOL at 1NE5T CARMEL 3738-3746 H. gBTH ST. CARMEL, IN. 46032 Building Type: N-2013-5 Drawing Title: WATER R15ER5 Date: Drn: staff 8/1a/2013 Gkd: staff Drawing Number: F-4 Revisions: bid & permit set 0 coE ID d I (D 70 cno L L s 6 o J bio` oc c: Oman = N o v, m am) 3: fD 8 8 ^, W m o os ca Q 0c r }' 6005 _� c o N > gm W N cj ad Site: PRIMR05E SCHOOL at 1NE5T CARMEL 3738-3746 H. gBTH ST. CARMEL, IN. 46032 Building Type: N-2013-5 Drawing Title: WATER R15ER5 Date: Drn: staff 8/1a/2013 Gkd: staff Drawing Number: F-4 Revisions: bid & permit set DIVISION 16 ELECTRICAL SECTION 16050 - BASIC MATERIALS AND METHODS PART 1 - GENERAL 1. Scope of Work: Furnish all labor, materials, tools, supplies, services electrical indlicatedonth and equipment necessary to complete the ort e drawings arid hereinafter specified 2. Codes and Ordinances: All work shall conform to all regulations and codes of the various departments of the local, state and/or national authorities havmglunsdtcnrn anon accordance with their latest governing rules and regulations; the utility, and with the latest edition of the National Electrical Code, NFPA'70. PART2-PRODUCTS 1. Wiring: a. Wiring shall be installedin concealed thin wall electrical metallic tubing, except conduit outdoors or in slab shall be rigid galvanized steel. Conduit below grade shall be Schedule 40 PVC. Minimum conduit size shall be ifz inch. NMC (non- metallic sheathed cable) may be used if allowed; by local authorities. b. Equipment connections shall be made utili2ing flexible metal conduit for interior use and liquidtight'flexible conduit for exterior use, c. Conductors shall be copper, 600 -volt insulation, type THWNrIHHN insulation. Minimum size shall be No. 12 and max inum size 500 KCMIL. All wire No. 10 and larger shall be stranded. d Wire and cable shall be as manufactured by Anaconda, approved General Cable, Triangle, Philp s -Doo a g or pprov d equal. 2. outlet Boxes: 'zed or cher '� ed sheet steel s shallbe galvanized ardtz e a. Outlet bore 1 1 inc and of . one and one-half ,'2 h boxes,: at Least ( ) deep sufficient size to accommodate devices and conductors to be installed in same. Boxes shall be mounted flush with finished wall or ceiling. Boxes shall conform to Article 370 of NEC. Boxes shall be Appleton, Steel City, approved al. PP ty> Rano or PPr _ dN. b. Wail switches, receptacles, telephone outlets and special purpose outlet boxes shall be four (4) inch square, flush with finished wall. Switch boxes shall only be used where.four (4) inch square boxes will not fit: c. Ceiling and wall bracket outlets shall be foul (4) inch octagonal, not less than one and one-half (1-1/2) inch deep. d Receptacles mounted above counters shall be installed to avoid splash boards, cabinets and other equipment. e. Ground Fault Receptacles shall be install ed in lieu of standard receptacles in Handicap Toilet, Kitchen, infant kitchel ette and exterior areas. 3. Wiring Devices: Shall be Arrow Flare, Pass and Seymour, Hubbell, Sierra or approved equal. Wiring devices shall not be irtsstalled until all painting, plastering and other work is finished. a. Wall receptacles:, Safety type duplex, grounded, IVORY bakelite,15A,120V, flush -mounted. Mount at eighteen (1.8) inchesabovefrnish floor, unless otherwise noted. b. Dryer Receptacle: Grounded black, to match cord set furnished with dryer. c. Switches: IVORY Bakelite, rated 15A, 1201277V. d Device Plates: Furnish andinstall wall plates of appropriate type and size for all wall outlets. Plates shall be ivory bakelite, manufactured by device manufacturer. Where two or more devices are shown at the same location, use gang plate: Use weatherproof plates outdoors. Use Weatherproof plates outside. Provide Mericon Safe -Plate model 0790. 4. Panels: Panelboards shall be deadfront, completely enclosed for surface or flush mounting as shown on the drawings. The circuit breaker units shall be mol ded case type with thermal -magnetic tripping mechanism. Permanent, individual circuit numbers shallbe affixed to each breaker or to the ;panel enclosure and a typewritten directory card shall be provided indicating circuit controlled and located in a card holder on the inside of the door. Each multi -pole breaker in main ancUor power panels shall be furnished with anameplate affixed to the panel enclosure indicating circuit controlled. a. All panelboards bussing and breakers as a unit shall be fully rated to safely interrupt available short circuit currents as established on the drawings or as otherwise required, 10,000 AIC' minimum. Panels shall be Square D, Siemens/ITE, Challenger, Eaton or GE. b. Safety Switches: The Contractor shall furnish and install fusible or non -fusible switches as indicated on the drawings oras otherwise required by the National Electrical Code. All switches shall be general -duty, quick -make, quick -break in a NEMA 1 or NEMA 3R enclosure and shall' disconnect all ungrounded conductors. Fuses shall be provided for all fusible switches. Provide dual element, time delay type for motor loads. 5. Electrical Service: Electrical service to the building shall be as shown on drawings and as permitted by localcodesand ordinances. Service shall be as indicated on the drawings. Meter equipment shall be furnished andl'or installed per local utility company recgrirements. Extend service feeders from the service equipment to the point of secondary service as directed by local utility company. 6. Branch Circuit Wiring: Balance circuits on panel on each phase and neutral as evenly as possible. PART 3 -EXECUTION 1.. General: The installation of all systems, devices, components, connections etc., shall be done in a first-class manner and in complete accordance with governing code requirements, manufacturer's' recommendations and procedures, andthese specifications. a. Contractor shall pay for all permits, fees, inspections and testing 2. Conduit: Generally; conduits shall be concealed. Install exposed only in unfinished areas or where specifically indicated on he drawings, Install exposed conduits parallel with or at right angles to the building walls. All conduits shall be kept at least 6 inches from runs of flues, steam pipes, hot water pipes or other heat producing devices. No bends shall be made with a radius of less than six times the diameter ofthe conduit, nor more than 90 degrees. Conduits ends shaft be cut square, reamed smooth and drawn uptight. All underground site conduit shall be buried a minimum of 36" below finish grade. a. Secure all conduit in place and protect to prevent damage to the work during construction. Plug conduit ends with cork or ons oakum to avoid filling with foreign matter duringcfruction. .. b. Circuit layout on the drawings is shown diagrammatically only, and where changes are necessary due to structural conditions, other apparatus or causes, such changes shall be made without any additional cost to the Owner. Offsets in conduits are not indicated and must be furnished as required. c. Provide all empty conduits with a number 14 galvanized frshwire. d Conduit bends shall be trade with an approved bending device. Where bends do not meet National Electrical Code requirements;' the intent of these specifications or conduit manufacturer's -standards, the Contractor shall be required to replace such conduit in an approved manner. e. All openings around electrical penetrations through fire resistance rated walls, partitions, floors or ceilings shall be provided with an approved fire, seal in UL assembly standards. c `red to avoid o pull boxes as required f. Provide junction and r pu q ent sized a is and/or m excessive runs or bend, between ontile equip in accordance with the National Electrical Code. 3. Conductors: Conductors Mall not be pulled in until conduit runs are complete, No grease, oil 0r lubricant,:other than Powdered soapstone one or approved pullingcompound shall be used to facilitate the pulling of conductor s. a. All conductors shall be color coded in accordance with good wiring practices. The neutral conductor shall have an identifying white covering and the grounding conductor shall have a green covering. Ungrounded conductors shall be color coded in accordance with system voltage.. b. Splices, terminations, taps, etc., shall be located in approved junction boxes, cabinets, wiring troughs, outlets, etc., properly sized in accordance with the National Electrical Code. Otherwise, conductors shall be continuous and not spliced in panelboards'fittings, conduits; etc. 4. Outlet Boxes- Wall outlets shall be single e or ganged as required. gall switches shall be installed fon outlet control as indicated on the drawings. a size with later a. All outlet boxes shall be furnished: of proper � plates, adaptors, connectors, etc., as required. b. Lighting swithes shall be grouped with one ,plate and located approximately.2 inches from door frame unless noted otherwise. 5. Power Wiring: Install as shown or as otherwise required, all wiring systems in accordance with these specifications All motors and equipment shall be connected,: protected and grounded in accordance with the National Electrical Code and these specifications. indicated a. Provide disconnectsdisconnects for all motors or equipment as i t ated on the drawings or as required by the National Electrical Code. Motor or equipment protection shall be in accordance with nameplate data and the Nation! Electrical Code. b. It shall be understood that this contractor is responsible for providing all necessary switches, fuse protection, overload protection, devices, etc., as may be required, by each piece of equipment under base bid.. c. Motor starters shall be furnished by others, unless otherwise noted, but installed and connected by this contractor, except such starters indicated as an integral part of the specific equipment. All equipment shall be connected for correct rotation by this Contractor. 6. Grounding: The neutral conductor, at point of service only, and metal enclosures of the total' wiring system shall be grounded in accordance with the National Electrical Code and as specified herein. The cold water pipe systern shall serve as the system ground and shall be connected by means of aground electrode conductor, sized asinddicated on the drawings, or as other,%i se require d, an d connected with an approved groun d cl amp. The size of cold water pipe shall be as specitiedby the National Electricat Code' and this Contractor shall, provide an approved ground jumper atourid the water meter of equal size to the system grounding electrode conductor. A driven rod(s) supplemental electrode system shall; also be established in accordance with these specifwations. a. Grounding provisions shall be complete, continuous, in accordance with these specifications and NEPA requirements. b. All grounding electrode conductors shall be bare copper enclosed in galvanized rigid conduit, with an approved bonding bushing at each end, and accessible in accordance with the National Electrical Code. c. Ground damps shall be the compression type by Kearney, Thomas & Betts, Penn -Union or approved equal. d All connections to grouted rods, building structure or any splice, "T" connection, etc., below grade shall be the exothermically welded type as manufactured by Cadweld or approved equal. All system components shall be supplied by one manufacturer. e. Ground rods shall: be 3/4" copper clad, encased sted, 10 foot lengths sectional type and driven full length into the ground. Resistance of all electrodes shall be. in accordance with the National Electrical Code and additional rods shall be provided as required. Measurements shall be taken duringrnormally dry conditions. Each total driven length shall be 40 feet before additional locations are driven. f. Various branch circuits shall be equipped with an insulated, green grounding conductor as indicated on the drawings, or as otherwise required. Otherwise, conduit raceways shall serve as the grounding path as applicable and in accordance with the National Electrical Code. g. All EMT, plastic or flexible conduits shall be provdedwith a grounding conductor in addition to those indicated. Increase conduit size as applicable. h. Bond all grounding conductors to each of the pull boxes, junction boxes, cabinets and other enclosure through which the circuits pass, unless noted otherwise. 7. Wiring Devices: Unless otherwise noted;: install wall devices vertically, so that devices of the same mounting heights will align exactly. Plates shall be plumb and true with all four edges in continuous contact with wall surfaces. Mount receptacles with the ground terminal on bottom. Do not install devices until plastering or other wall finishes are . s aint ills. complete. ,If installed ahead of painting, protect device, from p spills. a. [cutlets at counters shall be installed to avoid conflict with splashboards, upper cabinets and other equipment, The Contractor is responsible for coordinating with the latest elevations, details, sections and the General. Contractor and shall adjust mounting heights as directed b. At receptacle devices where branch circuits feed through to additional outlets, pigtail connections shall be established for the neutral and grounding conductor (as applicable). It shall be possible to remove and/or disconnect any one device without disrupting the neutral or grounding path of another device. 8. Supports: All conduits, outlet boxes, pull boxes, equipment, panels, etc., shall be supported adequately in accordance with the National Electrical Code. General support spacing requirements shall be in accordance with the Code unless additional support is needed due to conditions encountered. Additional support shall be provided if so l'I' directed by the Architect and for Engineer at no additional cost if conditions warrant. 9. Equipment Connections: Provide electrical connections to all equipment as shown on the drawings or as otherwise required For g � equipment provided with portable cords, provide outlets of the proper configuration. All e i NEMAequipment shall be connected ready for operation in accordance with the manufacturer's recommendations, arid; these specifications. a HVAC equipment power wiring shall be furnished and installed by this contractor, Control equipment and control wiring shall be furni shed under DIVISION 15 unless otherwise noted. Coordinate exact location of all equipment, devices; outlets, etc. with the mechanical drawings and DIVISION 15 of theses specifications. 1� b. Auxiliary Systems: Provide devices, outlets, raceways, wiring, etc., for auxiliary systems, i.e.: telephone, cablee tv, fire alarm intercom, etc, to the extent indd cated on the drawings and in Section i as specified6700.. SECTION 16500 - LIGHTING PART 1 - GENERAL. 1. Furnish and install all lighting fixtures, complete with lamps', as: indicated on schedule and Soo plan. Catalog numbers are for basic units. Furnish and install all appurtenances necessary for a complete installation. Provide external fusing in fluorescent fixtures where requiredby local codes. PART I -PRODUCTS 1. All fluorescent lamps shall be energy saving type as scheduled on the drawings. 2. Fixtures & BalIasts: Provide fixtw•es and ballasts as specified on the drawings. Ballasts shall be suitable for type lamps indicated on drawings;. 3. Provide adequate and substantial supports from structure for lighting fixtures. Do not rely out false or furred ceiling for support. 4. Provide shop drawings for lighting fixtures";iftnot exactly as specified on the plans. 5. Provide twelve (12) 4'T8 new tubes and four (4) corridor CFL bulbsr to Owner at time of acceptance. SECTION 16705 - FIRE ALARM SYSTEM PART 1 -GENERAL 1. Fire Alarm System: Furnish and install a complete fire alarm system as shown on the Drawings. The Contractor shall insure compliance with national, state and local fire codes, ordinances and regulations. Fire alarm system shall be installed, wired, connected, tested and left in operating condition. Test all components after installation for operation. 2. System shall be installed to enable remote 24 hour monitoring of the system. Remote station shall be as selected by Owner or as required by local authorities. 3. The Fire Alarm Subcontractor shall research all local, state, and national codes. He shall ascertain any unusual requirements and identify same at the time of bid to the General Contractor. The Fire Alarm Contractor shall include in his price, at the time of contract, a system that is in fWl compliance with the codes. 4. System shall meet the requirements of NFPA-72 and UL. 5. Shop drawings will be required to be submitted to the Architect and local permitting authorities. Include the following. a. Product data sheets and equipment description. b. Complete sequencing of operations and functions. c. List of all zones. d Component wiring diagrams'. e. Standy battery power calculations. f. Operating and maintenance instructions. PART 2 - PRODUCTS 1. Equipment shall be by Simplex, ADT or Honeywell. Sy stem shall'be addressable and devices shall be point addressable. 2. Fire alarm control panel shall be Simplex type 4008-9101modular/solid state microprocessor based electronics including 80 character' backlit liquid crystal display, individual red system alarm LEDs, amber supervisory service LEDs, individual yellow trouble LEDs, individual' yellow alarm silenced LEDs, green power on LED, alarm acknowledge key, supervisory acknowl edge key, trouble acknowledge key; alarm silence key, and system reset key. The control panel shall be in a locked cabinet with transparent door for full view of indicators and controls.: 3. Zone adaptor modules shall be Individual Addressable Modules (IAM) shall be Simplex type 4190-9150 with Addressable Automatic Detector mounting bases - Simplex 4098-9792. 4. Annunciator shall be Simplex 4606-9101 serial LCD type.. 5. Manual pull stations shall be Simplex.type4099.9003 addressable single action with raised white lettering: 6. Heat sensors shall be Simplex type 4098-9733 on 4098.9792 base rated at 135 degrees F. 7. Smoke detectors shall be type 4098-9714 on 4098=9792 base. S. Duct smoke detectors small be Simplex Type 4 09 8-975 2 addressable Provide necessary any sanepling tubes across the entire width of ductwork. Provide to HVAC contractor for installation. 9. Sprinkler water flow and tamper ,switches skallbefurnished byothers and wired under this contract. 10. Audio visual devices shall be Simplex 4903.9247 semi flush mounted' on a standard electrical box. Flash rate shall be flash per second with a candela rating on axis flash intensity as noted on plans or required by code. Horri shall be 100db. e 4904-93 °31 UL 1i sled to UL Standard' 11. V�aai dewire shall be Simples 1971, Flash rate shall be 1HZ with candela per plans on -axis flash intensity. FART 3 EXECUTION '1 XECUTION 1. Install in accordance with plans, specifications, and shop drawings, and in accordance with all national and local codes, NEC criteria, and manufacturer's instructions. All signal wiring shall be twisted and shielded cable 2. Use red boxes or spray paint boxes red. 3. Use red colored jacket wiring throughout thework. 4. Verify location of all devices and equipment with Fire Marshall's office and Owne-'s Project Representative prior to rough in. 5. All cabling shall be neatly routed and tit -wrapped. All cables shall be routed_ parallel ;:o building lines. 6. Provide a NEPA 72 completion orlon form one year war ant5, full wiring diagram, technical literature, and operating/maintenance, instructions to the Owner. 7. Fully test in the presence of the Owner's representative and instruct same in the use of the system in a minimum four (4) hour systems operation training session. S. Provide instruction manuals for the specific system including maintenance instructions and system documentation. SECTION 16720 TELEPHONE COMMUNICATIONS PART 1'- GENERAL 1. Telephones and Data: a. Provide and install boxes, wire and backboard for a complete telephoto system. tand data stem. b. 'Wiring shall be four r Pait9 34 AWG cablewith homeruns C from C the backboard Cable shall be continuous and ma all outlets to _a y be attached to trusses. Cable shall not be attched to or laid on light fixtures, diffusers or the lay -in ceiling. Install cable at 90- degree; angles to electrical conduits and wires. c. Provide tune<4'x4'x3,41 plywood backboard mounted at 36" AFF at location shown on drawings or as directed in the field See drawings. d. Install single gang boxes at heights indicated on drawings: e. At outlet locations, pull cable down wall to box, coil 6' and store in box. At equipment room l eave 20' excess cable, coiled', and hung from ceiling. Label both ends of each cable with a permanent marker or cable tag with the same number on each end: f..Face plates and all final tenninations will be by this contractor.. All locations shall have a Rd11 C or RJ14 jack- confirm compatibility with Owner's equipment. g. Provide a service entrance conduit of the size as specified by, the local telephone company. Coordinate tie in points with local - telephone company engineer. Entrance cable shall be at least 12 pair. 'Terminate building endinrootn a,,; indicated on the drawings. Conduit shall be against wall under plywood backboard and ri se level to 12" AFF. h. On lower left of backboard provide a #/6 AWG ground wire tied to the building ground system. Provide ground bar connector and mount on plywood. i. Provide a 15 amp 110 volt four plex outlet a4acent to the' backboard j. Provide wire from box to outlet for all outlets shown on plans and for the following: 1. Fire Alarm; panel to backboard: 2. Wall hung phone in Kitchen. 3. office desk phone. 4. Reception desk phone::. SECTION 16730 - INTERCOM PART I - GENERAL 1. Intercom system instailation shall comply with all governing codes and ordinances enforced by state and local agencies. 2. Contractor' shall provide a corrtpleN, and fully functional intercom system. Verify all components with manufacturer prior to bid' 3. All equipm%it shall be as listed on Sheet A-2.2. All parts shall be compatible with parts specified below., PART 2 - PROOT-1 CTS 1. Wiring shall be as required by the system manufacturer, with homeruns from all outlets to the main station. Cable shall be continuous and maybe attached to trusses. Cable shall not be attched to or laid on light fixtures, diffusers or the ceiling. Install cable at 90- degree angles to electrical condiui's ant: wires. PART 3 - EXTCUTION 1. Install system in strict accordance with manufacturWs'instructions. 2. Owner's project manager sliall approve all locations and mounting hei,,y,b" P is ricin- to rough -in. Installer shall be responsible fair coordinating _ with other trades for availability of preferred locations. 3. Installer shall coordinate with General Contractor for arry additional blocking or supports necessary to properly install the system. 4. Installer shall include in the bid a one hour training session for Owner's staff: Training shall be held at the project site with the system fully operational. Schedule training date and time with Owner no less than 1.4 days prior to actual date. SECTION 16790 - BURGLAR ALARM, SYSTEM. PARI' 1 - GENERAL 1. Security system will be provided by the Contractor. PART 2 - PRODUCTS 1. The Main Security Panel shall be connected to a separate dedicated branch circuit, maximum 20 amperes. This circuit shall be labeled at the< power lel as SECURITY. _ P� 2. See Electrical Plan E-3 for device locations. 3. Provide magnetic door contacts , recessed mount, electrical. configuration normally open, loop configuration closed material ABS plastic, color white Coordinate exact typo: of device with :Owner's security vendor., 4. Provide motion detectors as shown on plan mounted at ceiling, above bulletin boards, > equal to GE Precision Line. PIR/RCR white. Coordinate. exact type of device with Owner's security vendor. 5. Provide an allowance of $300 for control panel. 6. Wiring shaft be $Welded Multi- Conductor Riser Security Cable (NEC Cable) Type CL_3 R +.,a `b l ) PART 3 - EXECUTION 1. Any changes to the basic security system must be approved by P.S.F.C. prior to any change being made: Any additional' costs that result from failing to follow this procedure will be the direct; responsibility of the Owner and General Contractor. SECTION 16800- COMPUTER WIRING SYSTEM PART'1 - GENERAL 1. Computer wiring acrd outlet boxes shall be provided by the Contractor. PART 2 PRODUCTS 1. The extent of work i s shown on sheet E-4, Network Plan. 2. Provide boxes as shown on. plan, with conduit to attic containing CAT -5 wiring extended to Meda Room with 6 fi. of slack on both ends. PART'3 - EXECUTION 1. Run all wiring in a neat and workmanlike mariner, 'without blocking walkways or access to equipment, 2. Provide option to the Owner to employ: DataTrend'Technologies, Inc. 121 Cheshire Lorre' Suite . 7 00 Minnetonka MN 55305 800.367.7472 www.datakIll .cons Educational Child Care Network Infrastructure Solutions. ELEGTRIGAL LEGEND I -Q WALL MOUNTED FIXTURE 0 I' X 4' FLUORE5GENT LIGHTING FIXTURE, GEILING MOUNTED ® I' X 4' FLUORE50ENT LIGHTING FIXTURE, CEILING MOUNTED- NIGHT LIGHT o TWIN LAMP 4' FLUORE5CENT LIGHTING FIXTURE, CEILING MOUNTED 0 REGE55ED DONNLIGHT 8 OUTDOOR FLOOD LIGHTS 51NGLE POLE 5N -20A-120/27T/-LEVITON G5B1-20 IVORY OR EQ. -48" AFF - IN TLT ROOM5 AND i^IA5H ROOM TOP OF PLATE a48" SAME A5 ABOVE EXCEPT 3 -WAY LEVITON 0553-20 IVORY OR EQ-48"AFF M 51N6LE POLE 5WITGH, MOTOR RATED DUPLEX RECEPTACLE TAMPER RE515TANT - LEVITON T-5320 IVORY OR EQUAL - MOUNT CENTER 18" AFF UNLE55 NOTED QUAD OUTLET = LEVITON 831-4868q. G n GROUND FAULT RECEPTACLE - LEVITON T-75gci IVORY - 18" AFF U.N.O. EQUIP OUTLET - WITH FLEX TO EQUIP - MOUNT 18" AFF PROVIDE ® APPROPRIATE RECEPTACLE - GROUNDED 4 TELEPHONE OUTLET WITH GABLE (8 WIRE) TO TELEPHONE INTERFACE ON EXTERIOR WALL OF BLDG A5 APPROVED BY LOCAL UTILITY a COMPUTER LINE, MOUNTED a 14" AFF - PROVIDE GAT 5 WIRE TO ROUTER IN EXP ROOM WALL MOUNTED TWIN HEAD BATTERY OPERATED EMERGENGY LIGHT FIXTURE, MOUNTED a 84" AFF p I T ME I � BATTERY POWERED EMERGENCY EXIT L GH W/E RGENGY L GHT HEADS V ELECTRIC MOTOR Q JUNCTION BOX, 51ZE A5 REQUIRED OPG PHOTO-GELL- TORK 2001, 5P5T 120V 2000N. MOUNT ABOVE GING NORTH. ROOF FA _ FLU5H MOUNTED ELECTRICAL PANEL 41F. -I FUSIBLE DISCONNECT 5WITGH, 51ZE A5 NOTED 4=1 NON-FU5I5LE D15GONNEGT 5WITGH, 51ZE A5 NOTED ® FIRE ALARM ANNUNCIATOR PANEL ® FIRE ALARM CONTROL PANEL 0 FA MANUAL PULL 5TATION 48" AFF E< FA HORN AND 5TROBE a 80" A.F.F. F FA VISUAL 5 TROBE a 8011 AFF O HEAT DETECTOR GO co ALARM - BRK El ECTRONIG5 605120B. WIRE ALL T06ETHER 0 SD 5MOKE DETECTOR O GH DOOR BELL - NUTONE FLU5H MTD. CHIME LBI4INF+ W/IOIT (2 REG -D) G5 DOOR BELL PUSHBUTTON NUTONE P13I2NWH INT INTERCOM STATION 48" AFF IM INTERCOM MA5TER - -� CONDUIT 4 WIRE CONGEALED IN NALL5 OR ABOVE GEILING VH VENT HOOD AFF ABOVE FINISHED FLOOR NP NEATHERPROOF RT RAINTI6HT - NEMA 3R A7 BRANCH CIRCUIT HOMERUN TO PANELBOARD; ALPHA -NUMERIC NOTATION -�� INDIGATE5 PANEL DE516NATION AND CIRCUIT NUMBER T❑ TRANSFORMER FU FU5IBLE 3R NEMA 3R ENCLOSURE OF GROUND FAULT CIRCUIT INTERRUPING SEG 5EGURITY PANEL TG TIMEGLOGK - SEE RISER DIAGRAM © LIGHTING GONTACTOR HTR ELECTRIC WALL HEATER SECURITY 5Y5TEM LEGEND MAGNETIC DOOR CONTACT (TOP OF DOOR) 0--► MOTION DETECTOR 84" AFF © PANIC BUTTON - TIE TO 5EGURITY SYSTEM - I EA .UNDER RECEPTION $ OFFICE COUNTERS 4 1 IN RESOURCE ROOM NEXT TO HALLWAY DOOR a "12" AFF - 5HALL NOT BE V151BLE TO THE GENERAL PUBLIC PARTI A V TYPE P WALL ABOVE 516N SEE ARCH ELEVATION TYPE 5 WALL ABOVE 516N ELEVATION - GHT I N6 s 0 Lso° CTL V T a�trmd`� �coL� O O N XJ;' V U,0,� ;m- �- morn � V OO 6 L L 0 L - \J Q. QL � L00�$ 0 fi 0 0 LOTS Eoo_ c - � fi .f^ � n f CQ�1� i L C- S L 0 0 OT�0C00 � \ c O c t V L O L 0 2 O Q_04a 'a - Q_ E� 0 V r _ 0 L X L � m��0a O O � a S E l 1 O v v 6 O� (� c l� N 1L O V� N O L In m - tL c L g O _ -C N L6 0 Z I C <- m < li it! P--%S�s 4r,t,0Z !e- qV *NN\ AA,k HOO . Site: PRIMROSE SCHOOL at NEST CARMEL 3738-3-146 H. c18TH ST. CARMEL, IN. 46032 Building Type: N-2013-5 DraWing Title: ELECTRICAL 5PEG5, LEGEN05 4 DETA I L5 Date: Drn: staff 8/lcl/2013 Gkd: staff Drawing Number: E--0 Revisions: bid & permit set 0 0 c? E oW,8 a) O t N �� °m -LLL 4_Jg O a u J r9g OI C O g m o v 0) rn 3 0 8 ty 0 N co ° Z 0 8 Cc) N O cW mvLL8 X90 o- It! .O N }rMp = �N- U.¢I, Site: PRIMROSE SCHOOL at NEST CARMEL 3738-3-146 H. c18TH ST. CARMEL, IN. 46032 Building Type: N-2013-5 DraWing Title: ELECTRICAL 5PEG5, LEGEN05 4 DETA I L5 Date: Drn: staff 8/lcl/2013 Gkd: staff Drawing Number: E--0 Revisions: bid & permit set PANEL A 12012401 PHASE -3 WIRE MLO SURFACE MTD, 2OG AMP 10,G00AMPS RMS SCFULLY RIOTED 2600 3012 3#10 1#10 314" 2S 30 314" 1#10 3#10 2512 2000 WATER ROOM HEATE R DRYER #1 2500 1 311 32 2000 KITCHEN EQUIPMENT LOAD (224.5% DRYER #2 2600 3012 3#34 1#10 310 33 34 SPLASH PAD(OF-170fAL PHASE PHASE A B BRKR WIRE ONO COND 37 38 GOND PHASE SIRE BRKR PHASE A B A 13 B BRKR WIRE OND COND GOND ONO WIRE BRKR A 8 0 VA 38.860 VA DEMAND FACTOR (26%) : 0 VA 12500 20012 3#400 1#f4 2" 1 2 2„ 1#4 3#400 20012 0.24 CLASSROOM LIGHTS 1190 16388 2011 2#12 1#12 112" 1 2 7f2" 1#12 2412 2011 3.8 926 HALOGEN OFFICE RECEPTIONLIG14TS F-2 PANEL.B 300 2011 2#12 1#12 V2" 3 4 112" 1#12 2#12 2D11 725 3410 3012 CLASSROOM LIGHTS CLASSROOMLIGHTS 30D 6'56 20€1 2#12 2#12 1#12 V2" 5 6 ii2" 1#12 j7# 2011 F15 -To 300 1 F-8 -CLASSROOM LIGHTS 855 SW 2011 2#12 1#12 112" 5 6 112" 1#12 2912 Wil 300 780 3012 CLASSRoom LIGHTS CLASSROOM LIGHTS am 118D 2011 2#12 1#12 112" 7 8 112" 1#12 2#12 20t1 1050 125 R CLASSROOM LIGHTS CLASSROOM LiGHTS 1180 300 2011 2#'12 1*12 112" 9 10 912" 1#12 2#12 2011 125 966 3012 CLASSROOM LIGHTS OUTLETS - A-7 72D 13Q 2011 2#12 1#12 '112" 11 12 112" 1#12 2#12 2011 664 125 F6155 -20U W/ KITIRESIGALLERY LIGHTS CLASSROOM LIGHTS FLAG & MON SIGN LIGHTS 6003 1260 2011 2#12 1*12 112" 13 14 112" 1#12 2#12 2011 125 1706 HALO TRIM 30WATH GALLERY LIGHTS EXTERIOR LIGHTS 4$2 20f1 2#12 1#12 112" 15 76 112" 1#12 2#12 2011 100 CO2 DETECTOR FRONT EXTERIOR LIGHTS 436 2011 2#12 1#12 112" 17 38 112" 1#12 2#12 2011 540 COMPUTER LOT LIGHTS 17W 2011 2#10 1#10 314" 18 20 112" 1*12 2#12 2011 360 COMPUTER IRRIGATION 300 1440 2011 2#10 1#10 T4" 21 22 112" 1#12 2#12 2011 '540 540 COMPUTER' OUTLETS -D-1 1080 2011 2#12 9#12 112" 23 24 112" 1#12 2#12 2DII 540 so,OUTLETS COMPUTER TBB 200 2011 2#12 1#12 112" 31 32 1F2" 1#12 2#12 2DII 1260 OUTLETS' - OUTSiDE SPRINKLER PUMP 300 2DII 2"2 1#12 1f2" 25 26 1f2" 1#12 2#12 2D/1 720 COMPUTER ICE MAKER 0 500 20H 2#12 1#12 112" 27 28 112" 1#12 2#12 2011 0 1680 SPARE OUTLETS -OFFICE OUTLETS -CONFERENCE 200 SW 2011 2#12 2#12 1#12 412" 29 30 112" 1#12 202 2011 1650 0 SPARE FACP INTERCOM 7560 200 2011 .2#12 2#12 1#12 112" 31 32 112" 1#12 2#12 2011 0 7690 SPARE TOTAL VA 15910 1s63D 201 2#12 9#12 V2" 33 34 112" 1#12 2#12 2011 1400 REFRIGERATOR (CONFIRMPLUG) SECURITY 200 136 AMPS 1 MEDIA ROOM OUTLETS 36G 20/9 202 1#12 1f2" 36 36 112" 1#12 2#12 2DO 1400 FREEZER CC3NFIRM PLUG) KITCHEN EXHAUST FAN 300 2Df1 2#12 1#12 112" 37 38 112-1 1#12 2"2 2011 1200 WASHER#1 REFRIGERATOR 700 2011 2#12 1#12 712" 39 40 112" 1#12 2012 2011 12DO I WASHER 42 REFRIGERATOR 700 20M 2#12 1912 lit" 41 42 1 20111 SPARE TOTALS 6261 7577 6,010 VA. 16.010 VA 3.300 VA 6,72D VA 6720 VA MOTOR LOAD (220.14) TOTAL CONNECTED LOAD: MOTOR DEMAND LOAD: 25% OF LARGEST MOTOR LOAD (430.24) LARGEST MOTOR: DEMAND FACTOR (25§1); 26% OF LARGEST MOTOR: 6238 8811 625 VA 625 VA 625 VA 156 VA 156 VA CONNECTED LOAD PER PHASE (VA) 12500 16388 AW- TOTAL CONNECTED LOAD 231888 123 AMPS LOAD CALCS PANEL A GENERAL LIGHTING (220.42) TOTAL CONTINUOUS LOAD: 33,331 V.A DRYER LOAD (220.51) 25% OF CONTINUOUS CONNECTED LOAD: 3.333 VA TOTAL CONNECTED LOAD (1 DRYERk VA TOTAL NON -CONTINUOUS LOAD: 0 VA KITCHEN EQUIPMENT LOAD (220.66) GENERAL LIGHTING DEMAND LOAD: 16,664 VA TOTAL CONNECTED LOAD: 6.600 VA GENERAL RECEPTACLE LOAD (220.44) DEMAND FACTOR (100%) : 1 TOTAL CONNECTED LOAD: 6,060 VA KITCHEN EQUIPMENT DEMAND LOAD: 6,600 VA 1 ST 10,000 OR LESS 4100%: 0 VA OTHER LOADS @IW% 4.600 VA REMAINDER OVER 10,000 § 5V%: 0 VA MOTOR LOAD (220.14) GENERAL RECEPTACLE DEMAND LOAD: 8,060 VA TOTAL CONNECTED LOAD: 300 VA HEATING A COOLING LOAD (220.60) MOTOR DEMAND LOAD:: 30 VA HEATING LOAD: 0 VA 2514 OF LARGEST MOTOR LOAD (430.24) COOLING LOAD: 0 VA LARGEST MOTOR: 300 VA LARGER OF HEATING OR COOLING: 0 VA DEMAND FACTOR (26%): 75 VA 26% OF LARGEST MOTOR: 75 VA TOTAL DEMAND LOAD: 33,029 VA Ate,: 138 AMP Panel B 1251240 1 PHASE -3 WIRE MLO SURFACE MTD. 2W AMP 10.000AMPS RMS SC FULLY RATED 2600 3012 3#10 1#10 314" 2S 30 314" 1#10 3#10 2512 2000 WATER ROOM HEATE R DRYER #1 2500 1 311 32 2000 KITCHEN EQUIPMENT LOAD (224.5% DRYER #2 2600 3012 3#34 1#10 310 33 34 SPLASH PAD(OF-170fAL PHASE PHASE A B BRKR WIRE ONO COND 37 38 GOND PHASE SIRE BRKR PHASE A B A B BRKR WIRE OND COND ECOND OND WIREJ BRKR A B 0 VA 38.860 VA DEMAND FACTOR (26%) : 0 VA 12500 20012 3#400 1#f4 2" 1 2 2„ 1#4 3#400 20012 0.24 F-1 3001 16388 Wil 2#12 1#12 112" 1 21 112" 1#12 2#121 20f1 3.8 300 HALOGEN F-7 F-2 PANEL.B 300 2Di1 2#02 1#12 1tV 3 4 11T' 1#12 2#12 2Di1 3DO 3410 3012 F-0 F-3 30D 1754 20€1 2#12 2#12 1#12 V2" 5 6 ii2" 1#12 j7# 2011 F15 -To 300 1 F-8 F-4 WAG SW 20M 2#12 1#12 112" 7 81 1t2" 1#12 2#12 2001 300 3#10 3012 F-10 F-6 am 16201 2011 2#12 1#12 112" S 10 112" 1#12 2#12 2011 EMBLEM 516N W/ GOOSENECK 125 R EF -1 (TC -1) F 6 120 300 2011 2#12 7#12 112" 11 12 112" 1#12 2#12 2011 125 3#10 3012 EF -2 (TC -1) OUTLETS - A-7 72D RUDD LIGHTING X11 2#12 '1#12 112" 13 14 112" 1#12 2*12 2Di1 V 125 F6155 -20U W/ EF -3 (TC -1) OUTLETS -A-2 OUTLETS -B-VEP 1 1440 1260 20f1 2011 2#12 2#12 1#12: V2" 15 1S 112" 1912 7fr' 17 16 1t2"' 1#12 1#12 2#12 21112 2011 2011 125 0 HALO TRIM 30WATH EF -4 (TC -1) SPARE OUTLETS - EP -2 : 1280 2WI 2#12 1#12 V2" 19 20 102" 1#12 2#12 2011 1440 KITCHEN: OUTLETS OUTLETS - EP -3 900 2DII 2#12 1#12 112" 21 22 312" 1#12 2912 2011 1440 KITCHEN OUTLETS OUTLETS - C 1 10831 2011 2#12 1#12 112" 23 24 112" 1#12 2912 2Di1 800 OUTLETS - RESOURCE OUTLETS -C-2 OUTLETS - EXP 1260 1440 2011 2011 2#12 2#02 1#12 V2" 25 26 1f2" 1#12 112" 27 26 112" 1#12 1#12 2#12 211'12 2011 20f1 '540 9001OUTLETS -ATTIC OUTLETS -STAFF OUTLETS -D-1 1080 2011 2#12 1#12 112" 29 30 102" 1#12 2#12 2011 so,OUTLETS -WASH ROOM OUTLETS _ D-2 1086 200 2#12 1#12 112" 31 32 1F2" 1#12 2#12 2DII 1260 OUTLETS' - OUTSiDE OUTLETS -RECEPTION 720 2011 2.'12 1#12 V2" 33 34 112" 1#12 2912 2D11 600 RECIRC PUMP (TC -1) OUTLETS - RECEPTION SPARE 0 720 2011 2011 2#12 2#12 1#12 1i2" 35 36 112" 1#12 1f2" 37 38 112" 1#12 1#12 2#12 2#12 2011 2011 1SS0 1680 DEHUMIDIFIER 1 DEHUMIDIFIER2 OUTLETS -OFFICE OUTLETS -CONFERENCE 54(3 SW 2011 2Wf1 2#12 2#12 1# 2 112" 39 40 112" 1#12 112" 1 41 42 112" 1#12 1#12 2#12 2#12 2011 2Df1 1650 1880 DEHUMIQIFIER3 DEHUMIDIFIER 4 TOTALS _ 7560 LI94Q 8350 7690 TOTAL VA 15910 1s63D TOTAL AMPS 240 1 PHASE 32UG 136 AMPS LOAD CALCS PANEL B GENERAL LIGHTING (220.42) TOTAL CONTINUOUS LOAD: 25% OF CONTINUOUS CONNECTED LOAD: 0 VA 0 VA DRYER LOAD (22&541 TOTAL CONNECTED LOAD (1 DRYER): 0 VA TOTAL NON-CONTiNUOUS LOAD: GENERAL LIGHTING DEMAND LOAD: GENERAL RECEPTACLE LOAD (220.44) TOTAL CONNECTED LOAD: 1ST 10,00GOR LESS (M 100%: 0 VA G VA 22,020 VA 10,000 VA KITCHEN EQUIPMENT LOAD (220.56) TOTAL CONNECTED LOAD: DEMAND FACTOR (100%) : KITCHEN EQUIPMENT DEMAND LOAD: OTHER LOADS @100% 0 VA 1 0 VA 0 VA REMAINDER: OVER 10,000 S 50%: GENERAL RECEPTACLE DEMAND LOAD: HEATING COOLING LOAD (220.60) HEATING LOAD: COOLING LOAD: LARGER OF HEATING OR COOLING: 6,010 VA. 16.010 VA 3.300 VA 6,72D VA 6720 VA MOTOR LOAD (220.14) TOTAL CONNECTED LOAD: MOTOR DEMAND LOAD: 25% OF LARGEST MOTOR LOAD (430.24) LARGEST MOTOR: DEMAND FACTOR (25§1); 26% OF LARGEST MOTOR: 625 VA 625 VA 625 VA 156 VA 156 VA TOTAL DEMAND LOAD: 23,611 VA AW- 96 AMP qP 1201240 1 PHA SE -3 WIRE SOCA MAIN BRKR - SURFACE MTD. - 65,000 AMPS RMS SC SERIES RATED 2600 3012 3#10 1#10 314" 2S 30 314" 1#10 3#10 2512 2000 WATER ROOM HEATE R DRYER #1 2500 1 311 32 2000 KITCHEN EQUIPMENT LOAD (224.5% DRYER #2 2600 3012 3#34 1#10 310 33 34 SPLASH PAD(OF-170fAL 34.7 PHASE A B BRKR WIRE ONO COND 37 38 GOND OND SIRE BRKR PHASE A B 39 40 SPACEI SPADE A4 AOL I I I SPACF 2.0 38,660 VA LARGEST MOTOR: 0 VA 38.860 VA DEMAND FACTOR (26%) : 0 VA 12500 20012 3#400 1#f4 2" 1 2 2„ 1#4 3#400 20012 0.24 16630 PANEL B 16388 5.74.5 2 EMER6ENGY UNIT 3 4 3.8 3.8 120 HALOGEN 15310 EXIT $ EMER6ENGY LIGHT PANEL.B 1764 3012 2#10 Mo 3f V4 5 6 314" 1#10 3410 3012 G 232 120 ES 1764 AC -7 1754 I'x4' UTILITY STRIP SURFACE MTD ON GEILING L 7 8 120 F15 -To I 1 764 M WAG 1620 I 9012' 2#10 1#10 314" 9 10 304" 1#10 3#10 3012 150MHGL 1764 AC -9 16201 P N16HTBRITES BI5-100-M-NAT-5-BM 11 121 I EMBLEM 516N W/ GOOSENECK SEE A-4 R KIGHLER HENDRICK 1672 OZ GOLOR=OLD BRONZE 120 1764 3012 2#10 1#10 314" 13 14 304" 1#10 3#10 3012 ROOF MTD FLOOD - MOUNT ON 4" OGTA60NAL BOX W/GA5T 1764 AC -9 4W2 TOTALAMPS 2401 PHASE CALCS . MP GENERAL LIGHTING (220.42) TOTAL CONTINUOUS LOAD: 2514 OF CONTINUOUS CONNECTED LOAD: TOTAL NON -CONTINUOUS LOAM GENERAL LIGHTING DEMAND LOAD:. GENERAL RECEPTACLE LOAD (220.44) TOTAL CONNECTED: LOAD: 1ST 10,000 OR LESS fi@ 100x.: REMAINDER OVER 10,000 @ 60:4: GENERAL RECEPTACLE DEMAND LOAD: HEATING & COOLING LOAD (220.90) HEATING LOAD: COOLING LOAD: LARGER OF HEATING OR COOLING: MECHANICAL LOAD BREAKDOWN SYSTEM GOND UNIT RLA. COND UNI T KVA 2401 PHASE (Parcel MP) FURN FLA FURN KVA (Panel 8) SUBTOTAL TOTAL MECHANICAL LOAD:KVA 0 VA 2600 3012 3#10 1#10 314" 2S 30 314" 1#10 3#10 2512 2000 WATER ROOM HEATE R DRYER #1 2500 1 311 32 2000 KITCHEN EQUIPMENT LOAD (224.5% DRYER #2 2600 3012 3#34 1#10 310 33 34 SPLASH PAD(OF-170fAL 34.7 2500 35 36 CONFIRM) KITCHEN EQUIPMENT DEMAND LOAD: 37 38 SPACE SPACE 0 VA MOTOR LOAD (220.14) 5.114.34.3 0 VA 39 40 SPACEI SPADE A4 AOL I I I SPACF TOTALAMPS 2401 PHASE CALCS . MP GENERAL LIGHTING (220.42) TOTAL CONTINUOUS LOAD: 2514 OF CONTINUOUS CONNECTED LOAD: TOTAL NON -CONTINUOUS LOAM GENERAL LIGHTING DEMAND LOAD:. GENERAL RECEPTACLE LOAD (220.44) TOTAL CONNECTED: LOAD: 1ST 10,000 OR LESS fi@ 100x.: REMAINDER OVER 10,000 @ 60:4: GENERAL RECEPTACLE DEMAND LOAD: HEATING & COOLING LOAD (220.90) HEATING LOAD: COOLING LOAD: LARGER OF HEATING OR COOLING: MECHANICAL LOAD BREAKDOWN SYSTEM GOND UNIT RLA. COND UNI T KVA 2401 PHASE (Parcel MP) FURN FLA FURN KVA (Panel 8) SUBTOTAL TOTAL MECHANICAL LOAD:KVA 0 VA DRYER LOAD (220.54) 3 0 VA TOTAL CONNECTED LOAD (2 DRYER}: 10,OOD VA 0 VA KITCHEN EQUIPMENT LOAD (224.5% 9 0 VA TOTAL CONNECTED LOAD: 1(1000 VA 34.7 DEMAND FACTOR (80%): 0.80 0 VA KITCHEN EQUIPMENT DEMAND LOAD: 8,000 VA 0 VA OTHER LOADS @100- (DEMAND PANEL A&R) 56,540 VA 0 VA MOTOR LOAD (220.14) 5.114.34.3 0 VA TOTAL CONNECTED LOAD: O VA 3.5 MOTOR DEMAND LOAD: 0 VA 4,000 VA 25% OF LARGEST MOTOR LOAD (430.24) 2.0 38,660 VA LARGEST MOTOR: 0 VA 38.860 VA DEMAND FACTOR (26%) : 0 VA 20 26% OF LARGEST MOTOR: 0 VA 0.24 TOTAL DEMAND LOAD: 113,400 VA MHIOOMED AMP:. 473 AMP 1 2 3 4 51 61 7 8 9 10 14.7 13.6 34.7 21.2 17-91 17:9 14.7 147 14.7 14:7 3.5 3.2 4;3 5.114.34.3 SURFACE MTD ON GEILING G 3.5 3.5 3.5 3.5 2.0 2.O 2.0 &02.0 L16HTOLIER IIOOAIGMFT (LIT-FXI-2001) 2.0 20 2.0 20 0.24 0.24 0.24 0.600.24 120 MHIOOMED 0.24 01,24 0.24 0.24 38 3.5 4.5 5.74.5 2 EMER6ENGY UNIT 3:6 3.8 3.8 3.8 12011 1.4 12 0.76 G0. & 12011 1.4 11.6 0.75 C6ro & Oven 24011 1 81 JNEMIA I crave 24011 1 4.41 16.3 NEMA I 24011 1 51 20.81 1 1 Card & ALL EXTERIOR PANELS SHALL BE NEMA -3R ENCLOSURE 600A 120/240\/ IPH 3W GT GABINET MNIT MOUNTED METER 50GKET O PANEL NEMA 3R - PER UTILITY "MP" STANDARD REQUIREMENTS 600A MGB -PAD MOUNTED TRANSFORMER 120/240\/SINGLE PHASE 3W 100 K\/A (GONF I RM) #6 BARE GU (2) SETS, TO TBB EACH 3-350 KGMIL GRADE #2/0 GU - I" G. GOLD WATER PIPE PG -1 OUTSIDE IN51DE Ti I3-#3/0 GU, I #6 GU -CND., IN 2" G. 50 D #L660 6-P GONTAGTOR #I B NEL PANEL 200A 200A G MLO MLO To #2 50 D #L660 6-P GONTAGTOR II (2) SETS, EACH 3-350 KGMIL OUTSIDE IN51DE = 1 #2/0 GU - I "G TO GONGRETE ENGA5ED (2) SETS, EACH 3-350 KGMIL ELEGTRODE SERVICE RISEN - 600A UNDERGROUND Grounding Notes: NO SGALE NOTES: I. Full size ground means that ground connector size shall be as shown on service I. PROVIDE FOR FIRE ALARM MONITORING BY APPROVED CENTRAL STATION equipment on the power riser diagram. CIRCUIT CURRENT 2. After grounding system Is installed, ground resistance shall be measured, to assure 2' FROM G�UTILITY COMPANY AND PPROVIDERTAVAILABLE BREAKER5 W AN IN ETERRUPTING RATING TO MIST AVAILABLE that ground value of 15 OHM maximum resistance Is achieved. If not, additional grounding SHORT CIRCUIT REQUIREMENTS. MINUMUM AIG SHALL BE I0p00 AMPERES. 5ERIE-5 RATINGS MAY BE UTILIZED. shall be provided to meet the specific value, 3. All connections to ground rods shall be exothermic weld connections. 3. ALL SERVICE EQUIPMENT SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS - 4. Where located outside of building, top of ground rod shall be 12" (minimum) below grade. VERIFY VOLTAGE, PHASE, OVERHEAD, UNDERGROUND, POINT OF CONNECTION, ETC. Provide non-metalic inspection well with removable cover. 4. ALL WORK SHALL BE IN ACCORDANCE WITH NEPA -10 (NEC) AND LOCAL ORDINANGE5. 5. Ground connector shall be located within or near botton of concrete foundation or f.)oting that is in direct contact with the earth, and shall consist of at least 20 feet of 5. SPACE RESTRICTIONS APPLY. ELECTRICAL CONTRACTOR 15 RE5PON5A5LE FOR AND SHALL VERIFY AVAILABLE SPACE one or more steel reinforcing bars or rods of not less than 1/2 Inch diameter or of at least WITH ACTUAL DIMMEN51ONS OF ALL SUBSTITUTION FROM DE51614 SPECIFICATIONS. 20 feet of bare copper conductor. 6. CONFIRM BREAKER SIZES WITH MECHANICAL CONTRACTOR -7 IDENTIFICATION (PERMANENT LABELING) FOR ALL DISCONNECTING NOTE: CONTRACTOR SHALL GOORDINATE WITH FRANCHISEE FOR THE INSTALLATION OF A SECURITY SYSTEM AS 5HOWN ON E-1. IN ADDITION, THE FRANCHISEE MAY ELEGT TO UPGRADE THE ENTRY SECURITY DEVICE TO A MAG LOCK SYSTEM. CONSULT WITH THE FRANCHISEE EARLY ENOUGH TO ALLOW FOR ROUGH -IN TO OCGUR. MEANS INCLUDING BREAKERS, 5AFETY SWITCHES, ETC. 8. SECURE SPECS FROM LOCAL TELEPHONE CO. AS TO THEIR REQUIREMENTS REGARDING INSTALLATION OF UNDERGROUND CONDUITS, 6ROUNDIN6, TELEPHONE BOARD AND ALL LOCATION OF LINES TO JACKS AND PROVIDE AS NEGE-55ARY LIGHTING E I XTURE LEGEND MARK MANUFACTURER GATALOG NO. VOLT LAMP #LAMPS DE5GRIPTION REMARKS A LITHONIA 5B-2-32-A-120-6EB1015 120 FO32T8/35K 2 I'x4' WRAPAROUND 5URFAGE MTD ON GEILING B LITHONIA 5B-2-20-A-120-6EB1015 120 F020T5/35K 2 I'x2' WRAPAROUND SURFACE MTD ON GEILING G 6ARDG0 _ _ _ 120 42W TT I HALF CYLINDER 5GONGE WALL MOUNTED D L16HTOLIER IIOOAIGMFT (LIT-FXI-2001) 120 F26 TBX/35A4P I RECESSED EXTERIOR 1144 (LIT-FXI-2000) F HYDREL 7100MH100/12OHFL KM 5L/5F 120 MHIOOMED I GROUND MOUNTED OR ROOF A5 NOTED SEE SITE 4 ELEVATION PLANS 6 HALO/5URE-LITE5 GU -I 120 5.4W ING 2 EMER6ENGY UNIT WALL MTD. 7' AFF H MULE MUSQGXI-REM 120 HALOGEN 2 EXIT $ EMER6ENGY LIGHT 2 EM. HEADS t BATT. PACK (aOmin) J PR06RE55 P-5igb 120 BIO GAND-IOOW I EXT. GARRIA6E LIGHT WALL MOUNTED K LITHONIA G 232 120 ES 120 F032T8/35K 2 I'x4' UTILITY STRIP SURFACE MTD ON GEILING L PROGRESS P7017-30 120 F15 -To I 18" UNDERGOUNTER WHITE DIFFUSER M WAG (3)HHT801+PAR30 BD 120 50WOP AR30 3 TRACK LIGHT HT -8 TRAGK/HLE LIVE END -BLACK N HYDREL 710OMH150/12ON5P KM BL 120 150MHGL I GROUND MOUNTED SEE SITE PLAN AND 5/A-7.1 P N16HTBRITES BI5-100-M-NAT-5-BM 120 IOOMH I EMBLEM 516N W/ GOOSENECK SEE A-4 R KIGHLER HENDRICK 1672 OZ GOLOR=OLD BRONZE 120 60 W 5 DECORATIVE PENDANT SEE BELOW 5 KIM GFLI/70MH120/DB-P 120 70MH I ROOF MTD FLOOD - MOUNT ON 4" OGTA60NAL BOX W/GA5T SEE PARTIAL ELEVATION SHEET E-0 T RUDD LIGHTING AVV40632-M 320W P5MH P5452551BZ 50. STEEL POLE 120 I-35OV4 HLEAR E HORIZONTAL 2 AREA LI6HT WITH TYPE CUTOFF REFLECTOR, SEE X-1 V FORECAST F6155 -20U W/ 120 26W QUAD GFL 2 SURFACE MOUNTED DEGORATIVE FIXTURE W HALO IG GAN W/AIR TIGHT WHITE FLANGED REFLECTOR HALO H71 GAT 120 15W PAR 30 GFL 12.71K -3K COLOR 1 RECESSED FIXTURE HALO TRIM 30WATH ALL FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING T8 LAMPS 4 ELECTRONIC BALLASTS FIXTURES P, N, F t S SHALL BE DARK BRONZE ALL COMPACT FLUORESCENT FIXTURES SHALL HAVE H16H POWER FACTOR BALLAST. FIXTURE R 5OURGE - MICHELLE KELMAN PBH H05PITALITY 5x32 BOL5A AVE, 5TE 104 HUNTINGTON BEACH, GA Q264Q (714)8x2-5333 (714)802-0110 * PROVIDE GLASS ENCLOSURE TO MEET CODE FOR FIRE SAFETY TORK -7I00L ' TORK T300L TG L #1 X 0L 2 X 5Q -D LG -60-6P B-IO(H) --� i EF -I ♦ B-IO(W 5-12(H)-� I j- Ej F-2 0 5-12(N) B -14(H) I I FEF -5 5-14M EF -4 13-lb(H)�I 5-I6(N) B -34(H) I I DRk� B -54(W 5PARE(H) i SPARE(N) OGGUR5 F I RST. _ SET TG -I TO ON WHEN BUILDING OPENS 4 OFF WHEN CLOSED. USE OPTION TO BLOCK SAT/SUN. TG -2 SHALL BESET SO THE TG ENER61 ZE5 THE CIRCUIT PRIOR TO PHOTOCELL AGTUATION, FOR EXAMPLE LATE AFTERNOON. PHOTOCELL AGTUATE5 AT DUSK, TURNING LIGHTS ON. TI MEGLOGK SHOULD BESET TO TURN OFF TIMED RELAY WHEN DESIRED. TIMED RELAY OR PHOTOCELL WILL TURN LIGHTS OFF, WHIGHEVER T I MEGLOGK H\/AC,+L16HT1N6 GONTROLS NO SCALE 50-D 1_6-60-6P �I I A -13(H) '►` _ I MONUMENT/FLAG A -15(H) `F I L A -15(W L I6HTE A-1-1(H)� 6 1 A -17(W BLDG 1_16HTE TORK -OOOL I #3 X I I A-Iq(H) J d Y`C A-M(N) LOT LIGHTS L � L as c °s3 61L v �+ T 4i�LC�C � 6 � L QrL Qm m m O 0 L 4j � 13 E O N - V U CL � L Q m 0 i L °a°:S L IL 0 a 0 E i` 6 V L. m0 In v U_ d) 6 0 L L °� o 0 s L < 0- m Qvti A Site: PRIMROSE SCHOOL at WE5T CARMEL 3738-374b W. 88TH ST. CARMEL, IN. 46032 Building Type: IN -2013-5 Drawing Title: ELECTRICAL RISERS 4 SCHEDULES Date: Drn: staff 8/IG/2013 Gkd: staff Drawing Number: E-1 Revisions: bid & permit set 0 mE o8 �0C IDo rn08C J a:OLL� 000 r� _ z TE 0) 0Ov? m 00 ^W' W m C) a E a� ^' O W O z N �C"oa M o�4 OW a--+ jog° := 0 m N } 0 m m 0� ♦2 (j N CH I Q O U Site: PRIMROSE SCHOOL at WE5T CARMEL 3738-374b W. 88TH ST. CARMEL, IN. 46032 Building Type: IN -2013-5 Drawing Title: ELECTRICAL RISERS 4 SCHEDULES Date: Drn: staff 8/IG/2013 Gkd: staff Drawing Number: E-1 Revisions: bid & permit set D C 2 --.nz�,-n .......... .-S b, L H IE ` --------------------------------- ---- -------- - ---------- 'I j- - ------ . ........... . ........ ............ _T_ '* r H H . . .... .. �j ............ :2 '77 .. ....... ....... ....... ...... ....... H A -IG TO LOT LIGHTS "T" I ON h/PHOTOGELL 0 $ THROUGH TG -3 — I SEE X-1 FOR LIGHT LOCATION 0 2#10 N#10(5 IN 3/4"G IE ...... ....... ...... ....... ...... ...... ....... ..... H -j -It-0 .................................................. ='='...� ......... .... . !L .... . . .............................. . ......... .. ..................................................... WATER ROOM t i z ti, !I, I i I I .......... �J' __u A 14 -------------- I K A A A A A A A A TOIL VT #3 .............. . .. T 1- z A ................... GROUND MOUNTED FLOOD. Ad LWATE AS DIRECTED 1111 f kq A; 105 -CONTROL A A P0 0 6�� L 4 T6_2 =H A 4 Pq A A A A A TOkET #5\ �111 A& CLASSROOM GI b .............. A A CONFERENGE L t A -I CD! A A A Iitt Ai AiE — _I a I _. , — , — — - , LJ A ......... A'. EE H ........... - A 1i frE` U A A TOILET # roil ET #1 Eit E_.. L---- ... .... .... .. . - - - -------- J-: EE z ------------ ---------- --- --------- - tE 4 . .... ------ U11 A a b AtN6b H :2 CD i CD ili �s�p b ill 4 4Iii F _T GLA55ROOM G2 -A I w! 11 I Ii Ia A a b 4 b ti -------------- ........... ---------- . ... ......................... at ............... . ....... .. . . . . ... ....... ...... . . ....... . . ...... .... ...... — — - — — - — — - — — - — — - — — GLA_ 5 Om EF -0 ULM=�UM Cr.Z b OFH11GE -13 A I GLA%ROOM BI b 44111�111 ... ....... TOILET 6 P GLA55PZOOM EPI A R Q. L . ............. A A r'4 I I AEb --- — - - ----------- A A 01 A TOILET #4 ---- - ---- - A A b ......... - - - - ----------- G1 a a A,Q L A A A I i A -I A A A A-5 .. ........ -7 -5 REGEPTION TOILE A-2 aE .......... A-1 L .1, .. .... .... .. 4 T6 4 4CMTS:.---------------------.-.-.....,.,.:...I..... . 4 4 ------ CD(a) CK) --------- -------- ---- - -- - --------- - ------ - - - ------- ----------- ...... T I I L_ J 5TOE49 #1 1-11. 11. L'. ---------------------- -L ---------------- ----- J it J_L ---- - ----- - 111 ........... I . . . . . . ....... a - - ---------- .............. . .............. . . -------- A-'I IT Ei -- - - ------ .... .... . ....... .... J- — _k - - - -- ------ - -- --- ------- --- _`� - ------ I ------ ...... ------- ...... ------ /1 - ii H A- 14 H2 / W O 1`4 1-,' :�� V -77-"— . ...... . H HL er 1 1-1. Pq C .......... ..... .......... -- ---- ---------- - . ........... . ...... ......... ...... ........ — - - ----- , ...... ...... . ......... .. ........ ...................... ............. -------- - - -- V_ • -- - — ------- ---- .......... . ..... ............ TOILET #C1 ..................................... . ... .... ... ... . .... ... ... ii . ............... ................. EI iW Z t 14 z . ............. A *lilt A h A A A A A44 I \AAPMIN67 TOILET #1 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9TAFF A % A A A A A .»....,_..,,»......,..._.::,5, A A A T r NL CLA55ROOM EXP. jA 6 M A A A A A .... .... .... TOILET #10 A A A A-11 ................. . . . . ....... . A A CLA55ROOM A2 A A A A A A A A I! CLASSROOM Al 4A P Lbj M A-4 Al L�j L4,. A A- LE67E D NOTES: (D I. CUPOLA ACCENT ROOF MOUNTED LIGHTING - SEE SIDE PARTIAL ELEVATION ELECTRICAL SHEET E.O. 2. SEE EXTERIOR ELEVATIONS SHEET A-4 FOR MOUNTING HEIGHTS 3. TYPE 'P' FIXTURE MOUNTED ABOVE SIGN - SEE PARTIAL ELEVATION ELECTRICAL SHEET E.O. 4. PROVIDE MULTI-LEVEL 5HITGHIN(5 OF EACH ROOM AS 5HOHN. ROOMS SHALL BE CONTROLLED INDEPENDENTLY. .6ENERAL NOTES: 1. DEVICE LOCATIONS 5HONN ON THE PLAN SHALL BE PLACED EXACTLY AS 5HOHN. REFER ANY GUE5TION5 TO THE ARCHITECT. 2. ALL FIXTURES, HIRE, AND ELEGTRIC, DEVICES SHALL BE U.L. APPROVED TYPE. 5. THERE SHALL BE 51X (b), TYPE K, LIGHT FIXTURES IN ATTIC, AREA. PROVIDE SV41TGH AT EAGH ENTRANCE TO ATTIC. SEE ARGH DRAWINGS FOR AGGE55 LOCATIONS. 4. ALL OUTSIDE LIGHTING SHALL BE ON PHOTOCELL CONTROL. 5. ALL BRANCH LIGHTING AND RECEPTACLE GIRGUITS IN EXCESS OF 100 FT. TO LOAD CENTER FROM PANEL SHALL BE #10 AWG. ALL BRANCH LIGHTING AND REGEPTAGLE GIRGUIT5 IN EXGE55 OF 100 FT. TO LOAD GENTER FROM PANEL SHALL BE NO. 10 ANO. A I T-7 S'. Er:.....................:.3......................T E L R -$OURCE - - --_---------- - -- ................ ...........a. — 7;._._-----.._»....__.................. -- - -------------- 1 71/711Yf A KA514 ROO�N H i. ........... --a CD A-5 TOILET11 i III \ /�� (��A it K, �\ ............. . A b TOIL' 12 ......... I't . .......... ................. . ............ CLASSROOM 01 CLASSROOM 02 I b A 4 AI '1 4 b 4 b A] b A] b .. .... .... .. ...... A10 a O� - --- — ------ I. . . .................... .. ........................... ___-_-_ ....... .................... __ . . . . . . . . . . . 0 DOWN TO 5HITGH K K A-14 El K K Li H\//AG PLATFORM FLAN, SCALE: 3116" 1'-0" Point One Design, Ltd. Consulting Engineers 9941 York ThetaDrive North 933 High Street, Suite 105 Royalton, Ohio 44133 Worthington, Ohio 43085 440-230-1800 Fax 440-230-1831 614-540-3500 F-514-540-3502 d�1ardgpoi=nedesigr.wm wlumb�gpoirdored�lgr.com S6400_*,\_� SE SCHOOL at 1AE5T CARMEL 5- 38-3-746K el8th St. CARMEL, IN 46032 REMOTE EXTERIOR EMER6EN 'r Building Type: IN -2013-5 Date: Orn: 5tOff Gkd: 5tOf f LIGHT HIRED TO EXIT L16HT- MULE MUS06XI-REM 1^V HI -HP 8H-6\v'-HALO6EN EXTERIOR HEAD - 2 ..... ...... ...... ....... -------- ....... . ...... —, . ........... .. --- - -------------- ................................ . ......... . . . .......... F - — --- - ------------- .............. ............ J �J i..._- -------- ----- ... . -------------- D C 2 --.nz�,-n .......... .-S b, L H IE ` --------------------------------- ---- -------- - ---------- 'I j- - ------ . ........... . ........ ............ _T_ '* r H H . . .... .. �j ............ :2 '77 .. ....... ....... ....... ...... ....... H A -IG TO LOT LIGHTS "T" I ON h/PHOTOGELL 0 $ THROUGH TG -3 — I SEE X-1 FOR LIGHT LOCATION 0 2#10 N#10(5 IN 3/4"G IE ...... ....... ...... ....... ...... ...... ....... ..... H -j -It-0 .................................................. ='='...� ......... .... . !L .... . . .............................. . ......... .. ..................................................... WATER ROOM t i z ti, !I, I i I I .......... �J' __u A 14 -------------- I K A A A A A A A A TOIL VT #3 .............. . .. T 1- z A ................... GROUND MOUNTED FLOOD. Ad LWATE AS DIRECTED 1111 f kq A; 105 -CONTROL A A P0 0 6�� L 4 T6_2 =H A 4 Pq A A A A A TOkET #5\ �111 A& CLASSROOM GI b .............. A A CONFERENGE L t A -I CD! A A A Iitt Ai AiE — _I a I _. , — , — — - , LJ A ......... A'. EE H ........... - A 1i frE` U A A TOILET # roil ET #1 Eit E_.. L---- ... .... .... .. . - - - -------- J-: EE z ------------ ---------- --- --------- - tE 4 . .... ------ U11 A a b AtN6b H :2 CD i CD ili �s�p b ill 4 4Iii F _T GLA55ROOM G2 -A I w! 11 I Ii Ia A a b 4 b ti -------------- ........... ---------- . ... ......................... at ............... . ....... .. . . . . ... ....... ...... . . ....... . . ...... .... ...... — — - — — - — — - — — - — — - — — GLA_ 5 Om EF -0 ULM=�UM Cr.Z b OFH11GE -13 A I GLA%ROOM BI b 44111�111 ... ....... TOILET 6 P GLA55PZOOM EPI A R Q. L . ............. A A r'4 I I AEb --- — - - ----------- A A 01 A TOILET #4 ---- - ---- - A A b ......... - - - - ----------- G1 a a A,Q L A A A I i A -I A A A A-5 .. ........ -7 -5 REGEPTION TOILE A-2 aE .......... A-1 L .1, .. .... .... .. 4 T6 4 4CMTS:.---------------------.-.-.....,.,.:...I..... . 4 4 ------ CD(a) CK) --------- -------- ---- - -- - --------- - ------ - - - ------- ----------- ...... T I I L_ J 5TOE49 #1 1-11. 11. L'. ---------------------- -L ---------------- ----- J it J_L ---- - ----- - 111 ........... I . . . . . . ....... a - - ---------- .............. . .............. . . -------- A-'I IT Ei -- - - ------ .... .... . ....... .... J- — _k - - - -- ------ - -- --- ------- --- _`� - ------ I ------ ...... ------- ...... ------ /1 - ii H A- 14 H2 / W O 1`4 1-,' :�� V -77-"— . ...... . H HL er 1 1-1. Pq C .......... ..... .......... -- ---- ---------- - . ........... . ...... ......... ...... ........ — - - ----- , ...... ...... . ......... .. ........ ...................... ............. -------- - - -- V_ • -- - — ------- ---- .......... . ..... ............ TOILET #C1 ..................................... . ... .... ... ... . .... ... ... ii . ............... ................. EI iW Z t 14 z . ............. A *lilt A h A A A A A44 I \AAPMIN67 TOILET #1 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9TAFF A % A A A A A .»....,_..,,»......,..._.::,5, A A A T r NL CLA55ROOM EXP. jA 6 M A A A A A .... .... .... TOILET #10 A A A A-11 ................. . . . . ....... . A A CLA55ROOM A2 A A A A A A A A I! CLASSROOM Al 4A P Lbj M A-4 Al L�j L4,. A A- LE67E D NOTES: (D I. CUPOLA ACCENT ROOF MOUNTED LIGHTING - SEE SIDE PARTIAL ELEVATION ELECTRICAL SHEET E.O. 2. SEE EXTERIOR ELEVATIONS SHEET A-4 FOR MOUNTING HEIGHTS 3. TYPE 'P' FIXTURE MOUNTED ABOVE SIGN - SEE PARTIAL ELEVATION ELECTRICAL SHEET E.O. 4. PROVIDE MULTI-LEVEL 5HITGHIN(5 OF EACH ROOM AS 5HOHN. ROOMS SHALL BE CONTROLLED INDEPENDENTLY. .6ENERAL NOTES: 1. DEVICE LOCATIONS 5HONN ON THE PLAN SHALL BE PLACED EXACTLY AS 5HOHN. REFER ANY GUE5TION5 TO THE ARCHITECT. 2. ALL FIXTURES, HIRE, AND ELEGTRIC, DEVICES SHALL BE U.L. APPROVED TYPE. 5. THERE SHALL BE 51X (b), TYPE K, LIGHT FIXTURES IN ATTIC, AREA. PROVIDE SV41TGH AT EAGH ENTRANCE TO ATTIC. SEE ARGH DRAWINGS FOR AGGE55 LOCATIONS. 4. ALL OUTSIDE LIGHTING SHALL BE ON PHOTOCELL CONTROL. 5. ALL BRANCH LIGHTING AND RECEPTACLE GIRGUITS IN EXCESS OF 100 FT. TO LOAD CENTER FROM PANEL SHALL BE #10 AWG. ALL BRANCH LIGHTING AND REGEPTAGLE GIRGUIT5 IN EXGE55 OF 100 FT. TO LOAD GENTER FROM PANEL SHALL BE NO. 10 ANO. A I T-7 S'. Er:.....................:.3......................T E L R -$OURCE - - --_---------- - -- ................ ...........a. — 7;._._-----.._»....__.................. -- - -------------- 1 71/711Yf A KA514 ROO�N H i. ........... --a CD A-5 TOILET11 i III \ /�� (��A it K, �\ ............. . A b TOIL' 12 ......... I't . .......... ................. . ............ CLASSROOM 01 CLASSROOM 02 I b A 4 AI '1 4 b 4 b A] b A] b .. .... .... .. ...... A10 a O� - --- — ------ I. . . .................... .. ........................... ___-_-_ ....... .................... __ . . . . . . . . . . . 0 DOWN TO 5HITGH K K A-14 El K K Li H\//AG PLATFORM FLAN, SCALE: 3116" 1'-0" Point One Design, Ltd. Consulting Engineers 9941 York ThetaDrive North 933 High Street, Suite 105 Royalton, Ohio 44133 Worthington, Ohio 43085 440-230-1800 Fax 440-230-1831 614-540-3500 F-514-540-3502 d�1ardgpoi=nedesigr.wm wlumb�gpoirdored�lgr.com S6400_*,\_� -- - -------- - - A - 5(l Site: Ei HT 17-1 ............. cj•.... . .. — -- - ----- - - ----- ............. . .... lo' . ... . ... . .... ........... -- -- ---------- — — ---- - ------ ».......»...... <...._..... ------- .. . . . ........ ... ---- ---- -- — — — — — — — — — — — - ------ -------- C, CD 1 CHT I -NO PLAN, SCALE: 5/160" = 1'-0" A New Building For: Primrose 5chool Franchising Gompany 5660 C-adercrest Road Acworth, 6eorqla 50101 COPYRIGHT @2013 Primrose School Franchising Company These dramings, aid the design represented hereby are the =Fv- .Zhr— I ;:;=1ngt= of t;�= for the pproroject Intended imilthpvt the ex conewt ,0. n P= t,,d. or School Franchising C My wm4iortzed use vdi be subject to legal action. Revisions: Drawing Number: E-2 Drawing Title: LIGHTING PLAN bid & permit set SE SCHOOL at 1AE5T CARMEL 5- 38-3-746K el8th St. CARMEL, IN 46032 Building Type: IN -2013-5 Date: Orn: 5tOff Gkd: 5tOf f -- - -------- - - A - 5(l Site: Ei HT 17-1 ............. cj•.... . .. — -- - ----- - - ----- ............. . .... lo' . ... . ... . .... ........... -- -- ---------- — — ---- - ------ ».......»...... <...._..... ------- .. . . . ........ ... ---- ---- -- — — — — — — — — — — — - ------ -------- C, CD 1 CHT I -NO PLAN, SCALE: 5/160" = 1'-0" A New Building For: Primrose 5chool Franchising Gompany 5660 C-adercrest Road Acworth, 6eorqla 50101 COPYRIGHT @2013 Primrose School Franchising Company These dramings, aid the design represented hereby are the =Fv- .Zhr— I ;:;=1ngt= of t;�= for the pproroject Intended imilthpvt the ex conewt ,0. n P= t,,d. or School Franchising C My wm4iortzed use vdi be subject to legal action. Revisions: Drawing Number: E-2 Drawing Title: LIGHTING PLAN bid & permit set ._ i f E PROVIDE 3/411G W/PULL HIRE -1 € i TO NEAREST LANDSCAPE ISLAND � II -GOORD I NATE W/I N5TALLER. I II E A-21 E RI6ATI f.. t IR = E I _ ............. E; , O y ................. , , , _......_...-._.-......._...---..tea-„�,�.u„ ...................a,,,,nauv 0 O ................. .... ii_ �.x DG t , i `� „ �• \,a„w„m„w 3 t � . .......... *�1 A� ; ....�V .. , i iRM • 18 , Q 18 ---- 4b”" 011'E \.... _ I 8111 _ _ 6F . ' I 18 8 q ` E 1811 i, . ... 1, / A-23 A -29g ' 1 AU TGII LET #3 _....__..... __............ _......... i i -5PR NKLERAL ON ,o-- t— i I t— t� A I 1. I r\ Ti /" I. DEVICE LOCATIONS SHOWN ON THE PLAN SHALL BE PLACED EXACTLY A5 5HOWN. COORDINATE WITH INT. ELEVATIONS SHEETS A-5.1 THRU A -5A 2. ALL ELECTRIC OUTLETS IN GLA55ROOM5 AND HALLWAY SHALL BE INSTALLED IS" AFF TO TOP OF OUTLET ABOVE FLOOR, UNLESS NOTED OTHERWISE. 3. ALL FIXTURES, WIRE, AND ELECTRIC DEVICES SHALL BE U.L. APPROVED TYPE. 4. DO NOT INSTALL SMOKE DETECTORS IN ATTIC AREA. 5. ALL OUTSIDE OUTLETS SHALL BE ON 6FG1 CIRCUIT WITH WEATHER PROOF COVER, MOUNT AT 24" A.F.G. UNLESS NOTED OTHERWISE. 6. ALL APPLIANCES ARE SPECIFIED ON A2-2. 7. UNDERGROUND WIRE TO 516N L16HT TO BE U.L. d CODE APPROVED TYPE OF AND CONNECTED TO GROUND FAULT CIRCUIT. 8. ALARM PANEL AUTOMATIC GALL TYPE TO MEET NFPA 72 - CURRENT EDITION q. ALL WIRING SHALL BE AS SPECIFIED ON DIVISION 16 - ELECTRICAL. 10. ALL EMER6ENGY ALARMS SHALL BE IN COMPLIANCE WITH MIN. DE -516N OF STYLE B. - NFPA 72 - CURRENT ED. 11. MOUNT NON -FUSIBLE D15GONNECT 5WITGH FOR GONDEN51N6 UNITS AT 24" A.F.G. 12. ALL VISUAL AND AUDIO ALARMS SHALL COMPLY WITH SECTION 42b, "ALARMS", OF THE FEDERAL ADAAG. 13. THE EXCEPTION TO IFG 5EGTION g07.4.1 FOR FULLY 5PRINKLERED GROUP E OCCUPANCIES 15 BEING UTILIZED FOR FIRE PULL5. LEGEND NOTES: O I. MOUNT BEHIND UNDER-GOUNTER REFRIGERATOR. REFER TO ARCHITECTURAL ELEVATIONS FOR EXACT LOCATION. 2. NOT USED 3. FIRE ALARM ANNUNCIATOR PANEL 4. JUNGTION BOX FOR GABLE TV. RUN 3/4" CONDUIT W/ PULL5TRIN6 TO ABOVE CEILING. 5• ALL RECEPTACLES IN TH15 AREA TO BE MOUNTED AT 18" A.F.F. UNLESS OTHERWI5E NOTED. 6. TV OUTLET SHALL BE MOUNTED AT 54" AFF. CONTRACTOR SHALL BORE HOLE THRU THE WALL AFTER TV BRACKET IS MOUNTED 50 ALL WIRING IS HIDDEN AND THE WALL MOUNT BRACKET CAN FIT FLUSH TO WALL 7. AT END OF HIGH COUNTER IN RECEPTION, PROVIDE I" FLEX CONDUIT FROM UNDER THE DESK AT 18" AFF. FOR BOX AT 78" AFF. - FOR MONITOR INSTALLATION 8. GFI/WP DUPLEX OUTLET IN SOFFIT AT &-O" A.F.G. G. WALL MOUNTED METER AND GT CABINET. CONTRACTOR SHALL VERIFY EXACT LOCATION WITH UTILITY. 10. SECONDARY FEEDERS a CONDUITS - SEE R15ER DIAGRAM 5HT E-1. II. TELEPHONE SERVICE CONDUITS TO PEDESTAL. COORDINATE REQMT'5 W/TELGO SERVICE REPRESENTATIVE PRIOR TO ROUGH IN 12. PROVIDE A 3/4" CONDUIT WITH PULL 5TING TO ABOVE ATTIC INSULATION, A BOX AT Ib" AFF AND A BLANK PLATE FOR FUTURE D15HWA514ER. METEf� 10 MP q,l? I MP 5,7 PANS / , 1 ® i WP, AG -4 AG -3 MP-17,Iq MP -13,15 AG -6 AG -5 I MP -25,2 7 MP -21,23 \ ® ® AG -7 I MP -10,12 min I AG -10 AG-cl MP -18,20 MP -14,16 186F1 11/WP I i SPLA5H PAq MP -54,561 i I j t PONER il$ FIRE ALARM -PLAN, SCALE: i t ........................................................................................................... i l /(X ` . _ u �--N, U \ _ B-7 AP B-3� — F-6 F-4 8-11 B-38 F-8 I DEHUM-2 5-40 8-26 DEHUM-3 I I / B-8 DEHUM-4 i I / A f") I A 'T T- 1`00� n 1. A r—) I A 11 1 NO SGALE Point One Design, Ltd. Consulting Engineers 9941 York Theta Drive North I 933 High Street, Suite 106 Royalton, Ohio 44133 Worthington, Ohio 43085 440-230-1600 Fax 440-230-1831 614-540-3500 F-614-540-3502 develendppointoned—g—hr, MI—bti pparioned—gn— Site: PRIMR05E SCHOOL at WE5T CARMEL 3-05-3"146 W. g8th 5t. CARMEL, IN 46032 Building Type: IN -2013-5 Date: Drn: Staff 8/Iq/2013 Ckd: Staff B-2 B-4 A New Building For: Primrose School Franchising Company 3660 Codarcrest Road Acworth, 6eorgla 30101 COPYRIGHT Qc 2013 Primrose School Frcmhising company hose d -on" and the deeigl represented herebu ars the exclusive propertu oP PhMoes School Frawhlstg �o Rsprockz lon,or _any use of ares drown" other 0= for the pprrootect tltended Y4*hout the expresswltten torrent or F'rYrroee School Frarhmtlg Go. is prohblted. My wmvd rtwd use will be subject to legal action. Revislons: Drawing Number: E-5 Drawing Title: POWER 4 FIRE ALARM PLAN bid & permit set 3 .. 3 ` t. € I '€ CLASSROOM GI FFESOM 010) EE E E _ _.__ __ { _ ._.._ } _-...... ._.- _. _................_._....- ::::<;;:< .................. ... _ ._...- _...-- "-- _-........ _..._.................-....... ill :. i t -___-___................... _..._.._.__.......- i • •• ai € ; OUTDOOR E I #1 STO t: , . _ ' I ; € � • / / WATER ' 001 E €€ i TLT #3 GONFERENGE ; € , LATERAL LATERAL ` € 1 TLT #5 / - t _ E E 10, :w E E _ / CLASSROOM B115 CLASSROOM E12 1 / / 0 OFFICE € t t _ Mu E SKY �esct wL (W E /1RLr PRE5C�FIOOL 3 1.x CLASSROOM EPI TLT #b CLA 5R!OOM BI I %• ` E &KYAWOMTOMXM A0 I; ' TLT #4 / = / , 100,/ i i I/ .10 100, j RECEPTION €;, t tE I4 € =IIE1 TLT #8 TLT #2 TLT #7 MENS 1 / STO 3 E E E ` _ a ;�a , E E I .., � I / _ / ..::....................__-.-:._..-..--.:.......-. ---- ........E -..--.-.-. .......... . : t a _..- _..... O 1000, 1000, EEE r �_€ _ / \ /i / / 0 0 \ \ \ 6AL LERY #I /loe / / / / 0 E \\\�\ /i// / / \ / / / i _ ,. .41 TLT *q TOILET 91 _ L €3 \/ / / I i I I :i= •. : E as / \ \ \ \ I STAFF / / / i , / I lo loo, / / E L ------i € I I I \ \ , _.. / CLASSROOM Al I I \ \ �} II I G� A2 rar1�lF/WrA'� L---T—� \ \ \ \ EXP. E // /,/ �� KW IT MCHEN I I oLoet rFllnr I I Arfpp�,q ��/ �II I E I I E : '9\R�A�TI•rE ('JO) I 3 /. .::. . _ �/ � � /E / / ,., .�—T---J : � _.. :,. i ---1—� / DC7 II I E I / I , €I I I I= € y� L J \ \ \ •` \ MEDIA { ///;'0', 3 / 1 / EEE t , E RESOLIFLE E t 11 - .... a....-- : ........:....... ..CDI – .--.--.---.. .............................. , t _ .. -...."""" ..--...«............ 1. v.._----•-----..........--�.....7 1 ..... : 3.... , 3 Li 6AULERY #3 E , WA5H ROOM / a t E \ r ar x......._ ... E _ -i STORME -- -- — G.F.G.I. = CONTRACTOR FURNISHED AND INSTALLED 11 € Y 1 `l O T 5 : O O.F.O.I. - OVaWER FURNISHED AND INSTALLED — — • — — - — E1€ E _ I. JUNGTION BOX FOR GABLE TV a 42". RUN 3/4" GONDUIT W/ PULL5TRIN6 TO ABOVE GEILING. 2. WIRELESS ROUTER (OFOI) - PROVIDE 2" CONDUIT ABOVE GEILING W/CABLE I� OR GAT 5 or 6 WIRE PER OWNER'S INTERNET PROVIDER TO POINT OF ENTRY. TERMINATE WITH 2 ELBOW ® ?2 AFF BEHIND TV CABINET. PROVIDE DUPLEX OUTLET. 3 € 3. POA (OFOI) IN UPPER GABINET - PROVIDE DUPLEX OUTLET 4 NETWORK/JAGK FAGEPLATE W/GAT 5 OR 6 WIRE IN 3/4" GONDUIT TO ABOVE GEILING - RUN WIRE TO 5WITGH E E IE 4.. POINT OF ENTRY FOR GABLE OR PHONE (D5L) 5. ALTERNATE POINT OF ENTRY FOR GABLE OR PHONE (D5L) 6. NETWORK FACEPLATE ®18" AFF WHOLE(5) FOR GAT 5 or 6 WIRE. RUN 3/4 GONDUIT TO ABOVE GEILING INSULATION. PROVIDE WIRE TO POINT DESIGNATED ON PLAN. LEAVE MIN. 6' 5LAGK BOTH ENDS. END CONNECTORS O.F.O.I. € ; / j TL( #12 RUN ALL WIRE IN NEAT MANNER, DO NOT BLOCK ANY WALKWAYS OR PATHS (OFOI) MOUNT CONGEALED UNDER DESK 7. NETWORK SNITCH - 5, 8 OR 16 PORT (O ) / \ / ...................... i.`' \ V MIN SLACK WIRE BY CONTRACTOR- E I• © / ENDS BY OWNER - TYP E / GLA55ROOM DI € CLASSROOM � f Typ (� — REc�rION -- —�- < € E _ — RECEPTION t ` --o-- FF —STAFF RESOURCE —REWURGEJPRINTER — CONFERENCE E E OFFICE dil r— IPRINTS 8 _ . — 2 COMPUTERS ; _,_ } \ € NETNORK PLAN `l 16 — — — I PRINTER r � € POA / \ I E SCALE: 5 2 COMPUTERS ! ( (D O L \ — — — — I PRINTER I E: 1 € �1 (,E € I. CONTRACTOR SHALL COORDINATE W/OWNERS COMPUTER VENDOR/IN5TALLER. Ql 8 4 GOMPUTER5 — — — — I PRINTER iE r ` — -- - - -- — L — D -I «.« — — g 4 COMPUTERS I PRINTER �— — — — _ • _ _ : - EXPLORER - g — — — — 4 COMPUTERS — — — I PRINTER 7 GABLES BY OWNER - TYP TIM SGMEMAT I G NIRIN6 D I A6RAM NO SCALE IK 5WITGH LOCATED AT TV CABINET IN EXP ROOM 51te, : PRIMROSE SCHOOL at 1AE5T CARMEL 3740-3746 W. 98TH ST. CARMEL, IN. 46032 Building Type: IN -2013-5 Drawing Title: NETWORK PLAN Date: Drn: staff 8/la/2013 Gkd: staff Drawing Number: E-4 E o8 M M c O 9) �a-2 T�S no8� L LL �0 N Ott L : N C O S � O ? m v ("D338 ai C E ^` VJ C �8 N N dr_ O W ib N a LL P C & .Y yL L 0 N c Y m (j mpg 51te, : PRIMROSE SCHOOL at 1AE5T CARMEL 3740-3746 W. 98TH ST. CARMEL, IN. 46032 Building Type: IN -2013-5 Drawing Title: NETWORK PLAN Date: Drn: staff 8/la/2013 Gkd: staff Drawing Number: E-4 ReVl51on5: bid & permit set