Loading...
HomeMy WebLinkAboutBuilding PlansVWGNI /JIWNMOl Ably / -13WHVO :10-� 830i/.z-.13S J 19Nnnnob 30 sapoo €1-7001 PUB GIBIS 10 swileinbad 16E 411M aoumidwoo ol jjQUDf U1SN00 a0;J = ED ED OYO A 00o iD y sf�OP � ADD- -0[� 9 ��� bio RAJNQ-E�' -��� R Oo A D CAR- �jND�Qj 1Q SYM:OLS TODDLERS ROOM ID D08 ® FINISH WOOD RIGID INSUL, FINISH DRYWALL 135 DOOR ID SECTION » GRASS PLYWOOD AGOUSt. TILE INDICATES DRAWING SHEET ON WHICH DETAIL IS SHOWN (CROSS REFERENCE) —z WINDOW ID DRYWALL WOOD FRAMING 4 DETAIL Al- INDICATES DRAWING SHEET �BATT INSUL I CONc BLOCK ® BRICK ON WHICH DETAIL IS SHOWN 1 (GROSS REFERENCES A WALL TYPE PARTICLE BOARD � GOCONCRETE°° o COMP. AGGREGATE INTERIOR ELEVS. " 4 4 2ELEV. MARKER SHEET* ® STEEL I=III=III EARTH COMP. SUBGRADE 3 a� SCALE: I"=40' WDEX TO THE DRAWNGS T1 TITLE SHEET ARCHITECTURE- SITE PLAN Al ARCHITECTURE- FLOOR PLANS ARCHITECTURE- FRAMING PLANS A2 ARCHITECTURE- ELEVATION ARCHITECTURE- SECTIONS ME1 ELECTRICAL- PLANS HVAC- PLANS C OG�/��''''i G\ S TSR No, O �' 0 18822 STATE OF /"/ONA' /filltir���,`� V Y U NN •c m to L (� C pj X wc 0 C V♦ N a U) 4J c(OD E N ', N N p W0 cn (ac �U) C -1 0 m N U o9E r, LL Q O z� X00 ��Z D Lu ILII 0 n 0 z z luul I -J Lnp (((''2222 N Q cr Naa 0 0 .n U cu � W 0 IL > N M m 0 M 0 r- m ❑ N ❑ ❑ ❑ TITLE SHEET T1 fi Ild 0 V ri�1d _— 50 A Bo EV MTPDNS [OS] ADJ. ADJUSTABLE EXT. EXTERIOR P.T.D. PAPER TOWEL DISPENSER A.I'F. ABOVE FINISHED FLOOR F.D. FLOOR DRAIN R RADIUS ALUM. ALUMINUM FE FIRE EXT. RECPT. RECEPTION BD BOARD FEC FIRE EXT. W/ CAB REINF. REINFORCED BLK BLOCK FL. FLOOR RM ROOM BOT. BOTTOM F,RR FIRE RE5ISTANCE RATING R.O. ROUGH OPENING C.BD. CHALKBOARD GALV, GALVANIZED S.D. SOAP DISPENSER C'J' CONTROL JOINT GB, GRAB BAR SIM. SIMILAR C.M.U. CONCRETE MASONRY UNIT GYP. GYPSUM SPEC. SPECIFICATION CONC, CONCRETE HLB HORZ. LOUVER BLINDS SQ. SQUARE CONT. CONTINUOUS HORIZ, HORIZONTAL ST, STEEL DET. DETAIL HR HOUR STG. STORAGE D.F. DRINKING FOUNTAIN INSUL. INSULATION $TOR. STORAGE OIAG. DIAGANOL INT. INTERIOR T$. TACK BOARD DIAM. DIAMETER LAM. LAMINATE T.P.D. TOILET PAPER DISPENSER DISP. DISPENSER M.B. MARKER BOARD TYP. TYPICAL D. DRYER MECH. MECHANICAL U/S UNDERSIDE D.S. DOWN SPOUT MET. METAL VDB VISUAL DISPLAY BOARD DWG. DRAWING M.O. MASONRY OPENING VERT. VERTICLE EA EACH MTD. MOUNTED VEST. VESTIBULE ELECT. ELECTRICAL N.T.S. NOT TO SCALE W. WASHER ELEV, ELEVATION D.G. ON CENTER W.G. WATER CLOSET Eq EQUAL OSB. ORIENTED STRAND BOARD WD WOOD EOUIP EQUIPMENT PART, PARTICLE WOM. WOMEN EXIST. EXISTING PLAS. PLASTIC W/ WITH PREFIN, PREFINISHED WR WASTE RECEPTACLE P,T. PRE55URE TREATED WS WINDOW SHADE WDEX TO THE DRAWNGS T1 TITLE SHEET ARCHITECTURE- SITE PLAN Al ARCHITECTURE- FLOOR PLANS ARCHITECTURE- FRAMING PLANS A2 ARCHITECTURE- ELEVATION ARCHITECTURE- SECTIONS ME1 ELECTRICAL- PLANS HVAC- PLANS C OG�/��''''i G\ S TSR No, O �' 0 18822 STATE OF /"/ONA' /filltir���,`� V Y U NN •c m to L (� C pj X wc 0 C V♦ N a U) 4J c(OD E N ', N N p W0 cn (ac �U) C -1 0 m N U o9E r, LL Q O z� X00 ��Z D Lu ILII 0 n 0 z z luul I -J Lnp (((''2222 N Q cr Naa 0 0 .n U cu � W 0 IL > N M m 0 M 0 r- m ❑ N ❑ ❑ ❑ TITLE SHEET T1 fi Ild 0 V ri�1d _— 50 [OS] '4a C b t� Qi _ 071 ou U�' U= � •o His C1 v v a €-8 u O ob.d Uw L v U w O U C Q �+ e v ? N v �2 q G —+ o U v ❑r d N H w IT °z ' �w d c v • �X'3 WDEX TO THE DRAWNGS T1 TITLE SHEET ARCHITECTURE- SITE PLAN Al ARCHITECTURE- FLOOR PLANS ARCHITECTURE- FRAMING PLANS A2 ARCHITECTURE- ELEVATION ARCHITECTURE- SECTIONS ME1 ELECTRICAL- PLANS HVAC- PLANS C OG�/��''''i G\ S TSR No, O �' 0 18822 STATE OF /"/ONA' /filltir���,`� V Y U NN •c m to L (� C pj X wc 0 C V♦ N a U) 4J c(OD E N ', N N p W0 cn (ac �U) C -1 0 m N U o9E r, LL Q O z� X00 ��Z D Lu ILII 0 n 0 z z luul I -J Lnp (((''2222 N Q cr Naa 0 0 .n U cu � W 0 IL > N M m 0 M 0 r- m ❑ N ❑ ❑ ❑ TITLE SHEET T1 fi Ild mn N 1 11 If FA 11 u R mn N 1 11 If FA 11 u WE SCALE floor fra)mmu THICKENED FTG. UNDER StAIR 1' -IV =r� - K" e 2-1 ' CONC. PAD AND STEPS AS IRF -01c) ra (0j gc)) JL n O O u (m /<�I000 SCALE: 1/8" 1'-0" UaC. REGUIREMENTS BUILDING CODE: UNIVERSAL BUILDING CODE CONSTRUCTION TYPE: TYPE V - N. OCCUPANCY: 6-3 ADDITION = 1200 SQFT. EX.00CUPANCY: 5-3 EX. SEPARATED BLDG. = 9-110 SQFT. EX.00CUPANCY: 5-3 EX. ORDINAL BLDG. = 16000 SQ.FT, ALLOWABLE FLOOR AREA: 8000 SQ, FT. ALLOWABLE FLOOR AREA WITH SEPARATION 2-5I0ES=501- INCREASE 12,000 SQ. FT. TOTAL SQUARE FOOTAGE 1200 + S-170 = 10910 SQFT. CONSTRUCTION REQUIREMENTS EXTERIOR BEARING WALLS: NR INTERIOR BEARING WALLS: NR EXTERIOR NON BEARING WALLS: NR STRUCTURAL FRAME: NR PARTITIONS: NR FLOORS: NR ROOF / CEILINGS: NR ROOFING: CLASS "B" EXTERIOR DOORS AND WINDOWS: NR INTERIOR DOORS AND WINDOWS EXIT CORRIDOR: PARTITION WALLS: - 0 18822 - STATE OF O F` Dip, NP Wrlliti1111 U NN JL J cl m c 6X w 1v c 4- N i a co E 0 0 c � m 00 111e V� �3 L III C [ W r U 0 = m 0� v 0 E U. In Q z� ®© o ® uu Z p Lu 5 (9® �zz �1 0) Mj Lu 00 m�0 2" 13'-1" 13'-2" 13-2 2�� U) CO L 8" IL �L U N O ❑ a cc " EXISTING 8"5LOCK WALL O 4i2 .o B c m 5 cu 13 yoo O FLOOR PLAN FRAMING PLANS Al EXISTING iv CONIC. FTGS. TYR 8'GRADE (3) 05' EA. WAY T 4 T P BEAM t RECESS 8" AT DOOR OPENING n1 A �1 . cv THICKENED FTG. UNDER StAIR 1' -IV =r� - K" e 2-1 ' CONC. PAD AND STEPS AS IRF -01c) ra (0j gc)) JL n O O u (m /<�I000 SCALE: 1/8" 1'-0" UaC. REGUIREMENTS BUILDING CODE: UNIVERSAL BUILDING CODE CONSTRUCTION TYPE: TYPE V - N. OCCUPANCY: 6-3 ADDITION = 1200 SQFT. EX.00CUPANCY: 5-3 EX. SEPARATED BLDG. = 9-110 SQFT. EX.00CUPANCY: 5-3 EX. ORDINAL BLDG. = 16000 SQ.FT, ALLOWABLE FLOOR AREA: 8000 SQ, FT. ALLOWABLE FLOOR AREA WITH SEPARATION 2-5I0ES=501- INCREASE 12,000 SQ. FT. TOTAL SQUARE FOOTAGE 1200 + S-170 = 10910 SQFT. CONSTRUCTION REQUIREMENTS EXTERIOR BEARING WALLS: NR INTERIOR BEARING WALLS: NR EXTERIOR NON BEARING WALLS: NR STRUCTURAL FRAME: NR PARTITIONS: NR FLOORS: NR ROOF / CEILINGS: NR ROOFING: CLASS "B" EXTERIOR DOORS AND WINDOWS: NR INTERIOR DOORS AND WINDOWS EXIT CORRIDOR: PARTITION WALLS: - 0 18822 - STATE OF O F` Dip, NP Wrlliti1111 U NN JL J cl m c 6X w 1v c 4- N i a co E 0 0 c � m 00 111e V� �3 L III C [ W r U 0 = m 0� v 0 E U. In Q z� ®© o ® uu Z p Lu 5 (9® �zz �1 0) Mj Lu 00 m�0 i c O a. U) CO L �L U N O ❑ a cc O 4i2 .o B c m 5 cu 13 yoo O FLOOR PLAN FRAMING PLANS Al i :,D �9 N n�0L T 8" PURLINS MA5 WALL EXISTING% MAS. PILASTER 3/4" PLYWC). DECKING FLOOR TRUSSES 9 166" O.C. RIGIDLAM BEAMS WD. COL. LCB COLUMN BASE 4' CONC. &AD "X6 - W,4 ,44A4 W. JT. TYR WIRE REIDFORCM ON 6 MIL VAPOR BARBER ON 6' MAN. COMPACTED FILL �4 N 01 14 3 re, X"� 9a SSR EXVIN(s -FLASH AS REQUIWr) PROVIDE SADDLE AS REQUIRED TIE INTO EXISTNG ROOF AS women, (2)5/8" Dill. GENERAL NOTES I. All dimensions on structural drawings to be checked against architectural, mechanical and electrical drawings by the General Contractor. Any discrepancies are to be reported to the Architect immediately. 2. Elevations shown on plans are based on elevation 100'-0" equals elevation U.S.Gs.B. 3. Unless otherwise noted, all details, sections and notes on the drawing are intended to be typical for similar eituatlons elsewhere. 4. Drawings are not to be used for shop detailing or for construction unless specifically stamped by the structural engineer on the drawings "For Detailing" or "For Construction". These drawings are not to be reproduced for the purposes of using them as shop drawings. 5. Architect's approval must be secured for all substitutions. 6. All drawings remain the property of the Architect. 1. The information contained on the structural drawings is in itself incomplete and void unless used in conjunction with all the contract documents and with all the specifications, trade practices, or applicable standards, codes, etc., incorporated therein bg reference which the contractor certifies knowledge of by signing the contract. 8. Review of drawings prepared by the contractors, suppliers, etc., are only for conformance with design concept. One reproducible septa and two biueline prints of shop drawings shall be submitted for review. Construction shall not start without said review, and only shop drawings stamped by the Architect or Structural Engineer will be allowed at the job site. S. Contractors to assume full responsibility unrelieved by review of shop drawings and by supervision or periodic observation of construction, for compliance with the contract documents, for dimensions to be confirmed and correlated on the job site and between individual drawings or sets of drawings for fabrication processes and construction techniques (including excavation, shoring, scaffolding, bracing, erection, Form work, etc-), for coordination of the various trades, for -safe conditions on 'the job site, and for complete compliance with the U lllam - Stelger Occupational Safety and Health Act of 1,510 (OSHA). variations in field conditions relative to the contract documents shall be reported to the Architect. Report necessary correction in writing to the Architect immediately. Contractor to submit shop drawings, product data and samples for approval bg Architect prior to fabrication and/or installation on all applicable items. Ulor'k shall not progress until written permission from the Architect is obtained. 10, Contractor to secure and pay for, as necessary For proper execution and completion of work, and as applicable at time of receipt of bids: a. Permits b. Government fees c. Licenses d. Inspection fees e. Testirig fees 11. Contractor to give required notices. 12. Contractor to comply with codes, ordinances, rules, regulations, orders and other legal requirements of public authorities which bear on performance of work EX STRUCTURE GiRTS SEAL WALL JOINT ! FLASH e METAL 5UILPING JOINT 2X4 FRAMING BETWEEN NEW COLUMNS e16' O.C. WX2) 5/8" F.C. DW, EA. SIDE 2 -HOUR WALL TO ROOF DECKING N SCALE: 1/4" 1'-0" SCALE: 1/8" = 1'-0" 13. Contractor to promptly submit written notice to Architect of observed variance of Contract Documents from legal requirements. 14, information pertaining to preliminary investigations, such as location of utilities and existing structures appear on the drawings. Uktlle such data has been collected with reasonable care, there is no expressed or implied guarantee. that conditions so indicated are entirely representative of those actually existing or that unforeseen developments may not occur. 15. Each Prime Contractor shall schedule, manage and expedite all work under his Contract, coordinating his work with all other Contractors and trades so that no conflicts of timing or location occur. 16. It shall be obligatory upon the various Sub -Contractors before proceeding with the work, to examine the installations made by others, and the conditions created thereby, which in any manner affect the proper installation of their materials. 11. Any cost of defective or ill-timed work shall be borne by the party responsible therefor. 18. temporary Facilities: General Contractor to provide (if necessary) field office, storage sheds, temporary enclosures, stairs, ladder, ramps, telephone, toilet facilities, temporary utilities (water, heating, electric) unless otherwise indicated. 19. Project Closeout: Deliver to the Architect for transmission to the Owner, the following submissions: a. Release of Waiver of Liens b. As-bulit drawings with all changes, arrors, omissions, and all corrections noted plainly thereon. c. Furnish operation and maintenance manuals and instructions including all written guarantees for all equipment installed. GealitAL. STRUCTURAL NOTES 1. DESKaN AND LOADNG A. Allowable unit stresses and loading to accordance with the Indiana State bulldMg Code, latest edition. 9, Live bads used In design in lbs, per eq. ft. are as follows. L Ty�loal Floors ............. i. 3. &%W ....................30 H. SOIL 00WITIONS A. &oil bearkV press" used In design: L 3000 psf for apread foot" +ggsa at depth below grade as shown on the drawings. All foundaiTbation excavations d e inspected by a "lined soils ega+eer to am" the allowable toll bewhe pressure. 66. All slab -on -grade areas shall be proof rolled with the heavlest available equipment (mttlwun 26 toms). All soft spots encountered shall bei mov and replaced to finished grade with approved fill material. Fill material for all slab areas shall be placed in lagers notexceedingI s" and compacted to a minimm density of WS obtained by ASTM specification -1661-61 until final grade Is attained. III. CONCRETE AND 1lEO010PRO S A. All concrete work shalt be in acoordance with the "American Concrete Institute buildOng Code" (ACi 316). 1k Unless otherwise shown or noted, all concrete work shall conntain eIntawl rainForcwmeit as required bg Act 316, C. Concrete stresses used in Joel L All concrete shall attain 3m� psl, 28 days ultimate compresslve strength. D. Reinforcement erades: L bar reinforcement "It conform to ASTM specification A&*, Grade 60. Welded wire reinforcement shall conform to ASTM AIM. M Detail ban in accordance with ACI 315 Detailing Manwt latest edition. Petatl welded wka fabric In accordance with the Welded Wire Fabric Manual of Standard Practice (WRI Manual MP -100), latest edition. F. Provide all accesoortes necessary to support reinforcing at peottbns shownen the plans and details. Galvanized or plastic coated accessories shall be used in all apposed concrete work G. Concrete cover for ralWoraement shall be provided as required by ACI 301 or by the governing ordInarce, whichever is most critical. R AR ea I dwnnt lern-the and laps shell be as required bg ACI 30. Unless otherwise noted, minwA lap to be 36 dwaten. L corner ban %hail be provided at all wall corners equal to the horizontal wail resnl'oci ng. see typical details. J. Place (2) Oble (i each face) with 2'-0" projection around all open" in concrete, unless otlenstw shown or noted ����uyuuuw SCALE. 1/4" is i'-0" wwlwww o R -/"-i VI fvV604A. K Mtsoellaneor Concrete: Unless otherwise shown or noted, all concrete slabs, driveway slabs, fill concrete and sideraks shall be minimum 4" thick. Concrete for the above and for curbs and gutters shalt contain 6% air-entralnmet with b bags of cement minimum 0.53 maximum meter/eeeient ratio, properly aced for a mininxrm of 1 days. Expansion Joints of I/2" tMdknese �F It be provided at uniform intervals of not more than 40 feet and where concrate abuts differing elements, control joints at least 1-1/2" deep, minimum 1/4" wide, properlyNeauN od areas of concrete of a maximum of 400 eq. Ft, for interior slabs, 30 sq. Ft for sjdewalu and 250 sq. Ft, for all other slabs - square as far as feasibie. Provide 6x6xlUAxWt i welded wire febris, place I-1/2" clear of top of concrete. Sub -grads to ninlaun 6" sand compacted to �X of ASTM DI551-10. See architectural drawings for details, indent and fintehtng of the aforementioned. L The General Contractor shall be responsible for coordinating the location and placement of all inserts, Flingers, sleeves, ductwork, pads and anchor bolts that are required by the Architect and/or equipment, etc. M. No allaminun of any tWe shell be allowed in the concrete work unless coated to prevent ak tinum-concrete reaction. This includes pumping through aluntnun pips. N. Contra&" shall provide a duplicate copy of all ready -mix concrete delivery tickets to the Architect. V. MASONEY A. All clay brick design and construction shall conform to Muliding Code Rsqutremants for Engins - brick Masonry", brick Institute of America, latest edition. Continuous whine wirng as donned by the referenced standards was assumed, therefore, the allowable design stresses were adjusted acoordingky. IS. Masonry materlale shell conform to the latest edition of the following ASTM speciflutlons. L brtdu ASTM 0-62 (common brtdk) and C-216 (face brick) minimum compressive strength - 4000 psi, unless otherwise indleated on the drawings. 2. Nohow load bearing concrete block ASTM C-90, Grade Ni, moisture controlled. 3. Solid bad bearing concrete block: ASTM C-145, Grade NI, moisture controlled. 4. Mortar: ASTM C-210, TkWe "s" with a minimum 26 day compressive strength - UMM psf, exterior walla and below grade D. Masonry 1111Nnforcing: ASTM A-82, galvanized. C. Prior to delivery of masonry units to the job site, furnish the Architect with affidavits from anal ry testing laboratocertifying that all units conform to their respective ASTM irements- D. Calcium Chloride and / or admixtures containing same shalt not be included in mortar or grout mix except when approved in writing by the structural engineer. E. No exterior masonry shall be laid whom the outside air temperature is less than 40 degreas 13„ unless the recommendations specified bg the international Ma Industry All- Weether Couneli in their book "Recommended Practices and Guide Specificitions for Cold weather Masonry Construction" are strictly followed. R Masonry wails shell be braced to withstand a horizontal load of 25 psf during their erection, and until their design supports are In place. G. Mortar shall be tested in an approved testing laboratory in accordance with ASTM 0-180. Two seta of three mortar oYwais shall be taken at random for each day of masonry work Test one cube of each sent at 1 days and 28 days. The third cube to be tested at 36 days only if requited by the Architect. k Walk show an the Structural Drawings are to conform to the aforementioned requirements. &se Architect's drawings for non-structural masonry walls. I. Unless o0mmise noted on drawings, all bearing walls having two or more wythes of brick and / or concrete block and / or a combination of brick and concrete block "It have all vertical collar Joints filled with mortar for full hot^ Parging is not acceptable. This requirement does not apply between wythes of cavity walls, unless shown otherwise. C0G/� 41. ? No. �' s 18822 STATE OF Q Z 411/ 0 00 I I ' CO U In io CQ� L a) N N CoColoJ C C 6 X C m '�- w � _ E Rt �V N m C C 0 �0S U 0 {D C X I U1 L L c c m C r 0 0 O C J m N v U 0 (D CU C CO 09E r LL m Q Z ®® .3 Z p Iu� 0 io ® Z Z LUM ® Q CC 00 Musa CU CC CC aa � ODO C O CL O U3 �L N N a cc N C wL3O .O N L ❑ .2❑D co D ELEVATIONS SECTIONS A2 h 6 i J i NOTE #1: LIG4T FIXTURE T1rPE "A" EQUAL TO L ITHONIA TC232 120, QES NOTE #2: ELECTRICAL CONTRACTOR TO CONFIR1„1 ELECTRICAL POUJER TO NEAREST EXISTING PANEL AND INSTALL AS REQUIRED rE n d o o r fl'gUhrLf; I n SCALE: 1/4" a I'-0" I=D ��f� ff�oor flgh thg & p owc�� ���n SCALE: 1/4" a 1'-0" ELECTRICAL NOTES: - 1. VERIFY ALL DIMENSIONS FROM ARCHITECTURAL PLANS. 2. DIMENSIONS SHOWN ON OUTLET BOXES SHALL BE FROM THE FINISHED FLOOR TO THE CENTER OF THE BOX. 3. CONDUIT TO LIGHTS IS SHOWN TO INDICATE SWITCHING AND DOES NOT INDICATE QUANTITY OR EXACT LOCATION. OTHER CONDUIT SHOWN INDICATES CONNECTION, BUT DOES NOT INDICATE QUANTITY OR EXACT LOCATION. 4. PLASTER FRAMES AND/OR RINGS SHALL BE PROVIDED WHERE REQUIRED BY CEILING CONSTRUCTION. 5. VERIFY LOCATION OF LIGHTS IN ROOMS CONTAINING EXPOSED DUCTWORK AND PIPING BY OTHER TRADES AND RELOCATE, IF NECESSARY, AS REQUIRED, 6. VERIFY LOCATION OF MOTOR STARTERS, DISCONNECTS, PANELBOARDS, ETC., IN ROOMS CONTAINING EXPOSED DUCTWORK AND PIPING BY OTHER TRADES AND RELOCATE TO AN ADJACENT, UNOBSTRUCTED AREA AS REQUESTED BY ARCHITECT. I. VERIFY EXACT LOCATION OF ALL OUTLETS IN BUILT-IN FURNITURE WITH EQUIPMENT SUPPLIERS ROUGH -IN DRAWINGS BEFORE ROUGHING -IN, 8. VERIFY ROUGH -IN LOCATIONS AND CONNECTION REQUIREMENT (I.£. PLUG-IN, HARDWIRED, ETC.) WITH MEDICAL EQUIPMENT CONTRACTOR PRIOR TO ROUGH- IN. 9. ROUTE 3/4"C FROM EACH TELEPHONE OUTLET TO ABOVE ACCESSIBLE CEILING. 10. ROUTE 3/4"C FROM EACH COMPUTER CUTLET TO ABOVE CEILING. 11. FLUORESCENT LIGHT FIXTURES SHOWN CONNECTED TO 2 SWITCHES SHALL HAVE INSIDE LAMPS CONNECTED TO SWITCH CLOSEST TO DOOR FRAME AND THE OUTSIDE LAMPS CONNECTED TO THE OTHER SWITCH. 14Y.A.C. NOTES 1. ALL DUCTWORK SHALL BE INSULATED WITH 1'i2" EXTERNAL DUCTWR4 DUCT DIMENSIONS SHOWN ARE INSIDE CLEAR DIMENSIONS. 2. CONTRACTOR SHALL FURNISH AND INSTALL ALL MECHANICAL EQUIPMENT, CONTROLS, DUCTWORK AND RELATED APPURTENANCES SHOWN ON THE DRAWINGS AND AS SPECIFIED. 3. ALL DUCTWORK EXPOSED TO WEATHER SHALL BE SOLDERED WITH SEAM CONSTRUCTION AND PAINTED WITH 2 COATS WEATHERPROOF PAINT, 4. ALL MECHANICAL WORK SHALL BE INSTALLED IN STRICT ACCORD- ANCE WITH PROJECT REQUIREMENTS, STATE, LOCAL AND FEDERAL CODES, LAWS AND REGULATIONS. 5. CONTRACTOR SHALL COOPERATE WITH OTHER TRADES FOR THE PROPER AND ACCURATE PLACEMENT OF ALL FIXTURES AND EQUIPMENT. 6. ALL CONTROLS SHALL BE PROVIDED BY MECHANICAL CONTRACTC AND INSTALLED BY ELECTRICAL CONTRACTOR -1, ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL AND SHALL BE CONSIDERED IN ACCORDANCE TO "SMACNA" LOW PRESSURE STANDARDS. 8. CONTRACTOR SHALL INCLUDE IN HIS BID ALL TESTING, BALANCING AND COORDINATION BETWEEN TRADES. NOTE #2. ELECTRICAL CONTRACTOR TO CONFIRM ELECTRICAL POWER TO NEAREST EXISTING PANEL AND INSTALL AS REQUIRED 2 50 CF1"1 ,T'r P. OF 4 �� S Mi EXISTING - COG ELF ELF 22,24 FURNACE �G\ s rER� LP 22,24 - CONDENSERNo. 3/4" C UJ/2#S 4 1 #10 THNN 18822 o i STATE OF L \ ....1r.:..`..:....,._.wc...,._...,....:...<:...�„-.._�mr..ti...... ..�.`.`.,.._�<._�.,r_: m<.. �m.......t_..wc`w'...�,�_�.,t._�..�.\r...�`.`........,...... .�,......_ �„_._,...._.,...................._. u.. ��! 11111 1 l 30"X 12 " 2 "XS" ' 2 4 "XS"5,4. DOWN 10 0 co ,4,H,U. #1 - 44 r �' °° °° V 8001= TOP SEE NOTE 01 X X c rn rn ' N (0 co 14'•X8" C ;v C Q 4J N 111AU 0 X x ili m E �'% 4J C :#,< 0 Q C C 3 L L C co y(Di to C 14 "XS" ;#: c C o O 0 N ` 0cu c ® .. () o0E x LL m k 24"X1,0" NOTE #1: FURNACE UNIT 4*1 L- 2 0 "XS" RA, EQUAL TO TRANS TUX 120C9ro0, 2400 CFM, 800 CFM 01 5.1='., 3/4 HF, 15io 0.A, 93.0 M5H OUTPUT. 20"XS" i2.A. ,AIR COOLED CONDENSING UNIT UP FROM BELOW 4 UP EQUAL TO TRANE TTR0&0CIOOA, &0 1" 15H COOLING 800 C1=1"1 240V1120 end floor F111VA(C-" p uu SCALE: 1/4" a i'-0" 1,,23tfloorWVWC 10) CQ n _ �, SCALE: 1/4" = 1'-0" C O I& aj Nco .L U N ❑till1 � O N ❑ U) T 0 M C m .N O O w ❑ 0 ❑ ❑ ❑ LIGHTING POWER HVAC PLANS ME1