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HomeMy WebLinkAbout995 Rinehart Rd (a)nwnAr: TT of Sanford, Inc. Suite 700 505 South Flagler Drive West Palm Beach, Florida 33401 Architect/Engineer: SPRING ENGINEERING, INC. 3014 U.S. Highway 19 N. Holiday, Florida 34691 Phone: (727) 938-1516 Fax: (727) 942-4174 Location Map. SECTION 32, TOWNSHIP 19S, RANGE 30 East - � SITE � Y `V � `��E f e r 1 17ir Rineha�tff0jffdA1r Sa d T16 OFida SPRING ENGINEERING, INC. A RCHI 7 EC 7 Z IRE - ENGINEER/NG -LAND PLANN/NG 3014 U.S. HWY. 19, HOLIDAY, FL. (727) 938-1516 'r PROJECT SUMMARY LEGAL JURISDICTION: SEMINOLE COUNTY, FLORIDA PARCEL I.D. NUMBER: 32-19-30 coDES BUILDING CODE: 2007 FLORIDA BUILDING CODE AND THE 2009 SUPPLEMENTS PLUMBING CODE: 2007 FLORIDA PLUMBING CODE AND THE 2009 SUPPLEMENTS ELECTRICAL CODE: NATIONAL ELECTRIC CODE - 2008 MECHANICAL CODE: 2007 FLORIDA MECHANICAL CODE AND THE 2009 SUPPLEMENTS LIFE SAFETY CODE: NFPA 101 - 2007 EDITION FIRE CODE: 2007 FLORIDA FIRE PREVENTION CODE ENERGY CODE: 2007 FLORIDA BUILDING CODE AND THE 2009 SUPPLEMENTS - CHAPTER 13 OTHER: NFPA 30A - STANDARD FOR REPAIR GARAGES - 2003 EDITION SPRINKLER SYSTEM: INSTALL IN ACCORDANCE WITH SECTION 61G15 OF FLORIDA ADMIN. CODE FIRE ALARM SYSTEM: INSTALL IN ACCORDANCE WITH NFPA 72 & LOCAL ORDINANCES BULDNQ PF-ORMATM CONSTRUCTION TYPE: FBC: TYPE IIB - SPRINKLERED (NFPA : TYPE II(000)) OCCUPANCY CLASSIFICATION: MIXED USE / SERARATED - GROUP "B" AND "S-1" AREA / OCCUPANT LOAD FBC NFPA 101 (TABLE 7.3.1.2) z BUSINESS STORAGE S-1 BUSINESS STORAGE S-1) W 11,981 SQ. FT. 24,616 SQ. FT. 11,981 SQ. FT. 24,616 SQ. FT. Z 0 100 SF/PERS 300 SF/PERS = 120 OCCUP = 82 OCCUP 100 SF/PERS 300 SF/PERS =120 OCCUP = 82 OCCUP TOTAL: 202 OCCUPANTS 202 OCCUPANTS PROJECT TOTAL AREA. / OCCUPANT I6AD 36,597 SF / 202 OCCUPANTS ALLOWABLE BUILDING AREA (FBC ABLE 503, BUSINESS OCCUPANCY): 23,000 SF/ FLOOR (4) ALLOWABLE BUILDING AREA (FB TABLE 503, S-1 OCCUPANCY): 17,500 SF/ FLOOR (3) ALLOWED OPEN PERIMETER AR INCREASE (FBC SECT 506.2): 17,500 SF X 1.75=30,625 SF ALLOWED SPRINKLERED BLDG, AREA INCREASE (FBC SECT 506.3): 200% OR 30,625 X 2= 61,250 TOTAL ALLOWED BUILDING AREA: 61,250 SF/ FLOOR OCCUPANCY SEPARATION/EQUIRED - MIXED USE (FBC TABLE 508.3.3): 0 HOURS OCCUPANCY SEPARATI N REQUIRED - MIXED USE (NFPA SECT 6.1.14.3): 2 HOURS FIRE RATING OF BUI ING ELEMENTS (FBC TABLE 601)(NO EXT. BRG WALLS): 0 HOURS AUTO FIRE SPRIneEIR THRESHOLD FIRE WALL REQ. (FBC TABLE 903.2): 0 HOURS EGRESS WIDTH ER OCCUPANT (FBC TBL 1005.1)(SPRINK): EGRESS-0.2/STAIRS-0.3 (PER OCCUP) (NFPA TBL 7.3.3.1): EGRESS-0.2/STAIRS-0.3 (PER OCCUP) EXIT ACC S TRAVEL DISTANCE (SPRINK - FBC TABLE 1016.1/NFPA TBL A.7.6): 300 FEET FIRE R TING OF EXIT ACCESS CORRIDORS (FBC TABLE 1017.1 - SPRINKLERED): 0 HOURS DEAD END CORRIDORS (FBC SECT 1017.3-SPRINK/NFPA TBLA.7.6-SPRINK): 50 FT MAX. FIRE ALARM SYSTEM (NFPA SECT 40.3.4): REQUIRED FOR INDUSTRIAL OCCUP. SANFORD BUILDING DEPT, THES7 FLANS AF E _VIEV,ED AND CONDITIONALLY ACCE?TED FOE ni R `i` p, PERV,! ISS EC` SHALL &'E �E TCS PROCEED VJITH C- N ;.L3 w�f Jrf CRi "O VIOLATE, N , OF THE: e • - GO >E'S NOR SHALL r..� - BUILDING A CORREC a,N:_ CONSTRUCTlQ[`d - '= Ti -7t CZJDc_n. PERMET I o THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED. PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 1007 CONSTRUCTION DOCS. ISSUE DATE: 9-21 -1 1 04 �N W .p z U C' J �V I CONTRACT DATE: MAY 6, 2011 U. Lj0 TITLE SHEET DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. T1.0 cD . U W ct� I � LU 00 rn � = U ^ o v I Z��� Q N• of W z vo J LL -V) Z Lj W Z Q Z 0 Z o CLO 00 ZU-)Z��o W �o Z = z _Z LLj Lv . (n o U J r O U. Lj0 TITLE SHEET DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. T1.0 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 V) z 0 w z ABBREVIATIONS GENERAL NOTES DRAWING INDEX EQUIPMENT SECT. SECTION Uor Lu 0 z EXIST. EXISTING SHT. SHEET .. (D - S1.0 FOUNDATION PLAN 0 U ■ REFERENCE LEGEND EXPANSION JOINT SIM. SIMILAR I..L W • i z LLJ N it EXT. 1. THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN, AND DEFINE CONDITIONS AND SPECIFIED REQUIREMENTS, PIPE SIZES, AND MANNER OF ERECTING WORK. THE CONTRACTOR A.F.F. ABOVE FINISHED FLOOR LLV. LONG LEG VERTICAL SHALL REALIZE THAT THE DRAWINGS COULD NOT DELVE INTO EVERY STEP, SEQUENCE, OR A.P. ACCESS PANEL L.P. LOW POINT OPERATION NECESSARY FOR THE COMPLETION OF THE PROJECT WITHOUT DRAWING ON THE A.C.P. ACOUSTICAL CEILING PANEL MFR. MANUFACTURER CONTRACTOR'S INGENUITY OR EXPERIENCE, THEREFORE IT IS A MANDATORY REQUIREMENT OF THIS ADD. ADDENDUM MAS. MASONRY PROJECT THAT THE PLUMBING, MECH. & ELEC. SUBCONTRACTOR VISIT THE SITE PRIOR TO BIDDING, TO THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING CONDITIONS AND THE PROPOSED ALT. ALTERNATE M.O. MASONRY OPENING IMPROVEMENTS. NO REQUEST FOR CHANGE IN CONTRACT PRICE WILL BE CONSIDERED FOR WORK AL. ALUMINUM MAX. MAXIMUM REQUIRED THAT COULD HAVE BEEN DETERMINED BY A THOROUGH INSPECTION OF THE WORK AREA TITLE AND PROPOSED IMPROVEMENTS. A.B. ANCHOR BOLT M.E.P. MECH./ELEC./PLUMB. T1.0 TITLE SHEET ANDD. ANODIZED MECH. MECHANICAL 2. OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS OF WORK WHICH ARE T2.0 DRAWING INDEX, GENERAL NOTES & ABBREVIATIONS ARCH. ARCHITECTURAL M.D.F. MEDIUM DENSITY FIBERBOARD CUSTOMARILY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED A.D. AREA DRAIN M OR MISDESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE PERFORMED AS FULLY AND N. METAL MINIMUM CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. B.U. ROD BACK-UP ROD MIN. BSMT. BASEMENT MISC. MISCELLANEOUS 3. THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM IMMEDIATELY UPON THEIR RECEIPT, LS1.0 LIFE SAFETY PLAN, DETAILS, SPECIFICATIONS AND SHALL PROMPTLY NOTIFY SPRING ENGINEERING, INC. OF ANY DISCREPANCIES. THE BM. BEAM MOD. MODIFIED CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE B.M. BENCH MARK M.B. MODIFIED BITUMEN WORK, AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. BLKG. BLOCKING M.S.L. MEAN SEA LEVEL 4. SUBCONTRACTORS BIDDING THIS PROJECT SHOULD CAREFULLY REVIEW ALL PAGES OF THE PLANS. ARCHITECTURAL BD. BOARD N.A. NOT AVAILABLE ITEMS UNDER THEIR SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE SPECIFICALLY BOT. BOTTOM N/A NOT APPLICABLE MARKED M, E OR P. GENERAL CONTRACTOR SHOULD INSURE THAT SUBCONTRACTORS REVIEW A1.0 FLOOR PLAN BLDG. BUILDING N.I.C. NOT IN CONTRACT COMPLETE SETS OF DRAWINGS. A1.1 FLOOR DIMENSION PLAN B.L. BUILDING LINE N.T.S. NOT TO SCALE 5. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE A2.0 EXTERIOR ELEVATIONS B.U.R. BUILT-UP ROOF O.C. ON CENTER CONSTRUCTION DOCUMENTS B.G. BUMPER GUARD OPNG. OPENING 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE/COMPLIANCE WITH THE LOCAL, STATE, FEDERAL A3.0 INTERIOR FINISH PLAN C.I.P. CAST IN PLACE OPP. OPPOSITE CODES AND ORDINANCES. A3.1 REFLECTED CEILING PLAN CLG. CEILING O.H. OPPOSITE HAND S.O.G. SLAB ON GRADE zCL� ■ U U1 FIN. REVISION MARK 3 REVISION NUMBER KEY NOTE DESIGNATION NOTE NUMBER 28 SECTION 3 SECTION NUMBER A2 SHEET ON WHICH SECTION IS DRAWN DETAIL3 DETAIL NUMBER A2 DETAIL IS DRAWN SHEET ON WHICH WALL TYPE DESIGNATION W1 '_ DETAIL NUMBER 3',----- VIEW NUMBER INTERIOR ELEV. DESIGNATION 3 ELEVATION NUMBER A2 WHICH ELEVATION S N 0 0 ° 0 o Z o S5.0 STRUCTURAL DETAILS F. F. FINISH FLOOR SPEC. SPECIFICATION Z ■ F.E.C. FIRE EXTINGUISHER CABINET SQ. SQUARE S5.1 STRUCTURAL DETAILS 0 ■ F.H.C. ■ S. F. E. C. SURFACE MTD. FIRE EXT. CAB. O r0 F.V.C. FIRE VALVE CABINET S.S. STAINLESS STEEL ■ FLASH. FLASHING S. P. STAND PIPE S5.3 STRUCTURAL SPECIFICATIONS ■ FLR. FLOOR STD. STANDARD F. D. FLOOR DRAIN STL. STEEL S6.0 STRUCTURAL ELEVATIONS ■ FT. FOOT STRUC. STRUCTURAL S6.1 STRUCTURAL ELEVATIONS F.R.P. FIRE RESISTANT PANELS S.O. STRUCTURAL OPENING GALV. GALVANIZED SYS. SYSTEM S6.2 STRUCTURAL ELEVATIONS/SECTIONS ■ G.I. GALVANIZED IRON THK. THICK ■ G.L. GRID LINE T.&G. TONGUE & GROOVE ■ GA. GAUGE T. C. TOP OF CURB GEN. ■ T.O.P. TOP OF PARAPET GL. GLASS T.O.S. TOP OF SLAB ■ GYP. BD. GYPSUM BOARD T. W. TOP OF WALL ■ HDBD. HARDBOARD T. S. TRANSITION STRIP HDW. HARDWARE ■ HDWD. HARDWOOD TYP. TYPICAL MECHANICAL CEM. CEMENT OVER HEAD 7. THESE CONSTRUCTION DOCUMENTS ARE THE EXCLUSIVE PROPERTY OF SPRING ENGINEERING, INC. A3.2 ROOF PLAN ANY REPRODUCTION, MODIFICATION, DISCLOSURE AND/OR USE OF THESE MATERIALS (OR ANY A3.3 ROOF DRAINAGE PLAN CTR. CENTER O.D. OUTSIDE DIAMETER PORTION OF THEM) WITHOUT SEI, INC.'S PRIOR WRITTEN CONSENT IS STRICTLY PROHIBITED. C.L. CENTER LINE OVERFLOW DRAIN A4.0 BUILDING SECTIONS CER. CERAMIC O.A. OVER ALL 8. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE SITE, REVIEW THE CONTRACT A4.1 BUILDING SECTIONS DOCUMENTS, PERMIT REQUIREMENTS AND BECOME THOROUGHLY FAMILIAR WITH THE CONDITIONS OF C.T. CERAMIC TILE PTD. PAINTED THIS SITE. A4.2 WALL SECTIONS COL. COLUMN PR. PAIR A-000 r,ELE ET N WHICH O ELEVATION NUMBER FRAME/DOOR DESIGNATION 144 '- DOOR MARK ■ HEIGHT U.N.O. UNLESS NOTED OTHERWISE M1.0 HVAC PLAN HT. ■ V.GR. "V" -GROOVE ■ H. P. HIGH POINT VERT. VERTICAL M2.0 HVAC SCHEDULES ■ ■ H. M. HOLLOW METAL VEST. VESTIBULE M2.1 HVAC DETAILS/SPECIFICATIONS HOR. ■ V.W.C. VINYL WALL COVERING H. B. HOSE BIB V.C.T. VINYL COMPOSITION TILE C.R. COLD ROLLED P.LAM. PLASTIC LAMINATE 9• THE CONTRACTOR SHALL PROVIDE THE FOLLOWING ITEMS: A4.3 WALL SECTIONS 1.) TRANSITION STRIPS WHERE ALL DISSIMILAR FLOOR FINISHES MEET. C. COMPACT PARKING SPACE PREFAB. PREFABRICATED 2.) BLOCKING FOR ALL ITEMS TO BE ANCHORED OR SECURED TO WALLS, FLOORS AND CEILINGS. 3.) A4.4 WALL SECTIONS COMM. COMMUNICATIONS P. R. T. D. PRESSURE TREATED CONCEAL ALL PIPING IN WALLS, FLOORS, ABOVE CEILINGS, ETC. A4.5 WALL SECTIONS CONC. CONCRETE P.L. PROPERTY LINE 10. ALL SECTIONS, DETAILS, MATERIALS, METHODS, ETC. THAT ARE SHOWN AND/OR NOTED ON ANY A4.6 WALL SECTIONS C.M.U. CONCRETE MASONRY UNIT PLUMB. PLUMBING PLAN, SECTION, DETAIL OR SCHEDULE SHALL APPLY TO ALL OTHER SIMILAR LOCATIONS UNLESS CONST. CONSTRUCTION PLYWD. PLYWOOD NOTED OTHERWISE. A4.7 WALL SECTIONS TARGET ELEVATION X EL.= WINDOW DESIGNATIONELEVATION NUMBER A ■ HR. HOUR W. S. C. T. WAINSCOT I.D. INSIDE DIAMETER ■ INSUL. INSULATION WP. WORK POINT ■ INT. INTERIOR W.W.M. WELDED WIRE MESH ■ JOINT W. F. WIDE FLANGE K.P. KICK PLATE W/ WITH ■ K0. KNOCK -OUT W/0 WITHOUT CONT. CONTINUOUS PT. POINT A4.8 WALL SECTIONS CONTR. CONTRACTOR POL. POLISHED POA SITE PLUMBING PLAN LAV. LAVATORY WD. WOOD LT. LIGHT W.W.F. WELDED WIRE FABRIC P1.0 WASTE PIPING PLAN ■ ■ LG. LONG ■ LOC. LOCATION LLH. LONG LEG HORIZONTAL A5.0 DOOR SCHEDULES/DOOR ELEVATIONS C.J. CONTROL JOINT P. C. PRECAST CONCRETE P3.0 PLUMBING NOTES, SCHEDULES, DETAILS ■ PLUMBING FIXTURE COUNT. (BUSINESS: 120 OCCUP.) P3.1 ISOMETRIC WASTE RISER DIAGRAM COORD. COORDINATE PORTLAND CEMENT A5.1 DOOR FRAME DETAILS ■ C.G. CORNER GUARD RECP. RECEPTACLE AUTOMATIC FIRE SPRINKLER NOTE: A5.2 WALL TYPE DETAILS DECOR. DECORATIVE R. F. E. C. RECESSED FIRE EXT. CABINET AUTOMATIC FIRE SPRINKLER SYSTEM COMPLYING WITH NFPA 13 REQUIREMENTS SHALL BE A5.3 WINDOW FRAME DETAILS DET. DETAIL R. F. V. C. RECESSED FIRE VALVE CABINET PROVIDED FOR ENTIRE BUILDING. ENGINEERED FIRE SPRINKLER DRAWINGS AND A5.4 TYPICAL ACM DETAILS DIA. DIAMETER R.C.P. REFLECTED CEILING PLAN CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED A6.0 INTERIOR ELEVATIONS DIM. DIMENSION REF. REFER OR REFERENCE BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. D.S. DOWN SPOUT REINF. REINFORCING A6.1 INTERIOR ELEVATIONS DRG. DRAWING REQ'D. REQUIRED (STORAGE: 83 OCCUP.) ■ BUSINESS MEN (60) WOMEN (60) ■ W/C URINALS LAVS W/C LAVS ■ SERV. SINK 1/25 UP TO 50 - THEN 1/50 SUBST. FOR WATER CLOSET 1/40 UP TO 50 - THEN 1/80 1/25 UP TO 50 - THEN 1/50 1/40 UP TO 50 - THEN 1/80 ■ 1: BUILDING REQUIRED 2 1 2 ELECTRICAL 3 2 ■ 1 PROVIDED 2 1 2 3 2 2 ■ STORAGE S1 MEN (73) WOMEN (10) EO.2 SITE ELECTRICAL LIGHTING PLAN A6.2 INTERIOR ELEVATIONS, SECTIONS, DETAILS DN. DOWN R. RISER ■ ■ W/C 1:100 URINALS SUBST. FOR WATER CLOSET LAVS 1:100 W/C 1:100 LAVS 1:100 DRINKING FOUN. 1:1000 SERV. SINK 1: STORAGE AREA EA. EACH RAD. RADIUS A8.0 EXTERIOR/INTERIOR WINDOW ELEVATIONS REQUIRED E. W. EACH WAY R. D. ROOF DRAIN PAINT SPRAY BOOTH AND MIXING ROOM PERMIT NOTE 0 1 1 1 1 1 PROVIDED 2 1 3 ELEC. ELECTRIC RM. ROOM THE PAINT SPRAY BOOTHS AND MIXING ROOM ARE PREFABRICATED MODULAR SELF E.W.C. ELECTRIC WATER COOLER R. 0. ROUGH OPENING CONTAINED UNITS AND SHALL BE PERMITTED UNDER A SEPARATE PERMIT AND SHALL 1 USE ONE IN BUSINESS AREA 1 E3.0 ELECTRICAL PANEL SCHEDULES ■ FLORIDA PRODUCT APPROVAL DATA PRODUCT CATAGORY SUB CATAGORY MANUFACTURER MODEL APPROVAL NO. EXPIRATION DATE (NOA) APPROVAL DATE ROOFING EL. ELEVATION RW. RED WOOD COMPLY WITH ALL CODE REQUIREMENTS. SINGLE -PLY ROOF SYSTEM ELEV. ELEVATION S.A.B. SOUND ATTENUATION BLANKET ULTRAPLY TPO FL 5186 10/14/13 PANEL WALLS STOREFRONT KAWNEER COMPANY, INC. EQ. EQUAL SCHED. SCHEDULE FL 7237 04/20/2012 06/09/2009 PANEL WALLS CURTAINWALL KAWNEER COMPANY, INC. 1600 FL 11490 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 V) z 0 w z STRUCTURAL EQUIPMENT SECT. SECTION Uor Lu 0 z EXIST. EXISTING SHT. SHEET .. (D - S1.0 FOUNDATION PLAN 0 U ■ E.J. EXPANSION JOINT SIM. SIMILAR I..L W • i z LLJ N it EXT. EXTERIOR S.O.G. SLAB ON GRADE zCL� ■ U U1 FIN. FINISH STC. SOUND TRANSMISSION GLASS W Z o S5.0 STRUCTURAL DETAILS F. F. FINISH FLOOR SPEC. SPECIFICATION Z F.E.C. FIRE EXTINGUISHER CABINET SQ. SQUARE S5.1 STRUCTURAL DETAILS 0 ■ F.H.C. FIRE HOSE CABINET S. F. E. C. SURFACE MTD. FIRE EXT. CAB. O r0 F.V.C. FIRE VALVE CABINET S.S. STAINLESS STEEL ■ FLASH. FLASHING S. P. STAND PIPE S5.3 STRUCTURAL SPECIFICATIONS FLR. FLOOR STD. STANDARD F. D. FLOOR DRAIN STL. STEEL S6.0 STRUCTURAL ELEVATIONS ■ FT. FOOT STRUC. STRUCTURAL S6.1 STRUCTURAL ELEVATIONS F.R.P. FIRE RESISTANT PANELS S.O. STRUCTURAL OPENING GALV. GALVANIZED SYS. SYSTEM S6.2 STRUCTURAL ELEVATIONS/SECTIONS ■ G.I. GALVANIZED IRON THK. THICK G.L. GRID LINE T.&G. TONGUE & GROOVE GA. GAUGE T. C. TOP OF CURB GEN. GENERAL T.O.P. TOP OF PARAPET GL. GLASS T.O.S. TOP OF SLAB GYP. BD. GYPSUM BOARD T. W. TOP OF WALL HDBD. HARDBOARD T. S. TRANSITION STRIP HDW. HARDWARE T. TREAD HDWD. HARDWOOD TYP. TYPICAL MECHANICAL H. HEIGHT U.N.O. UNLESS NOTED OTHERWISE M1.0 HVAC PLAN HT. ■ V.GR. "V" -GROOVE H. P. HIGH POINT VERT. VERTICAL M2.0 HVAC SCHEDULES ■ H. M. HOLLOW METAL VEST. VESTIBULE M2.1 HVAC DETAILS/SPECIFICATIONS HOR. HORIZONTAL V.W.C. VINYL WALL COVERING H. B. HOSE BIB V.C.T. VINYL COMPOSITION TILE HR. HOUR W. S. C. T. WAINSCOT I.D. INSIDE DIAMETER W. P. WATERPROOF (ING) INSUL. INSULATION WP. WORK POINT INT. INTERIOR W.W.M. WELDED WIRE MESH J. T. JOINT W. F. WIDE FLANGE K.P. KICK PLATE W/ WITH PLUMBING K0. KNOCK -OUT W/0 WITHOUT POA SITE PLUMBING PLAN LAV. LAVATORY WD. WOOD LT. LIGHT W.W.F. WELDED WIRE FABRIC P1.0 WASTE PIPING PLAN ■ LG. LONG P2.0 SUPPLY WATER PIPING PLAN LOC. LOCATION LLH. LONG LEG HORIZONTAL P3.0 PLUMBING NOTES, SCHEDULES, DETAILS ■ PLUMBING FIXTURE COUNT. (BUSINESS: 120 OCCUP.) P3.1 ISOMETRIC WASTE RISER DIAGRAM ■ (STORAGE: 83 OCCUP.) BUSINESS MEN (60) WOMEN (60) W/C URINALS LAVS W/C LAVS DRINKING FOUN. SERV. SINK 1/25 UP TO 50 - THEN 1/50 SUBST. FOR WATER CLOSET 1/40 UP TO 50 - THEN 1/80 1/25 UP TO 50 - THEN 1/50 1/40 UP TO 50 - THEN 1/80 1:100 1: BUILDING REQUIRED 2 1 2 ELECTRICAL 3 2 2 1 PROVIDED 2 1 2 3 2 2 1 STORAGE S1 MEN (73) WOMEN (10) EO.2 SITE ELECTRICAL LIGHTING PLAN ■ W/C 1:100 URINALS SUBST. FOR WATER CLOSET LAVS 1:100 W/C 1:100 LAVS 1:100 DRINKING FOUN. 1:1000 SERV. SINK 1: STORAGE AREA REQUIRED 1 0 1 1 1 1 1 PROVIDED 2 1 3 1 1 USE ONE IN BUSINESS AREA 1 E3.0 ELECTRICAL PANEL SCHEDULES ■ FLORIDA PRODUCT APPROVAL DATA PRODUCT CATAGORY SUB CATAGORY MANUFACTURER MODEL APPROVAL NO. EXPIRATION DATE (NOA) APPROVAL DATE ROOFING SINGLE -PLY ROOF SYSTEM FIRESTONE BLDG. PRODUCTS CO. ULTRAPLY TPO FL 5186 10/14/13 PANEL WALLS STOREFRONT KAWNEER COMPANY, INC. TRI -FAB 450 FL 7237 04/20/2012 06/09/2009 PANEL WALLS CURTAINWALL KAWNEER COMPANY, INC. 1600 FL 11490 01/08/2014 12/10/2008 PANEL WALLS SIDING ALCOA ARCHITECTURAL PRODUCTS FL 10220 08/12/2014 08/12/2009 EXTERIOR DOORS SWINGING DOORS KAWNEER COMPANY, INC. 350 -IR FL 8786-R3 02/08/2012 06/09/2009 EXTERIOR DOORS SWINGING DOORS H. M. - CURRIES 707 FL 8394 04/29/2014 - EXTERIOR DOORS ROLL -UP, STEEL OVERHEAD DOOR CORP. 620 FL 742 12/07/2014 12/07/2010 CAR WASH EXTERIOR DOORS SECTIONAL ALUM. OVERHEAD DOOR CORP. 521 FL 11734 12/07/2014 12/07/2010 CWA1 FLOOR PLAN, ROOF PLAN & EXTERIOR ELEVATIONS ■ EXTERIOR DOORS ROLL-UP/STEEL/HIGH SPEED RYTEC CORPORATION SPIRAL SST -HZ (NOA) 06-1017.07 11/08/2012 11/08/2007 CWE1 ELECTRICAL PLAN, PANEL SCHEDULES ■ CWP1 PLUMBING PLAN ■ CWS1 FOUNDATION AND ROOF STRUCTURE PLAN ■ CWS2 WALL SECTIONS, STRUCTURAL NOTES ■ THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 V) z 0 w z STRUCTURAL Uor Lu 0 z � Lu I 00 to � r .. (D - S1.0 FOUNDATION PLAN 0 U ■ Q r- I..L W • i z LLJ N it Z Q S2.0 STEEL FRAMING PLAN zCL� ■ U U1 O 00 L0zC>; W Z o S5.0 STRUCTURAL DETAILS • Z= ■ o Z Z Q S5.1 STRUCTURAL DETAILS 0 ■ O r0 S5.2 STRUCTURAL DETAILS ■ S5.3 STRUCTURAL SPECIFICATIONS ■ S6.0 STRUCTURAL ELEVATIONS ■ S6.1 STRUCTURAL ELEVATIONS ■ S6.2 STRUCTURAL ELEVATIONS/SECTIONS ■ MECHANICAL M1.0 HVAC PLAN ■ M2.0 HVAC SCHEDULES ■ M2.1 HVAC DETAILS/SPECIFICATIONS ■ PLUMBING POA SITE PLUMBING PLAN ■ P1.0 WASTE PIPING PLAN ■ P2.0 SUPPLY WATER PIPING PLAN ■ P3.0 PLUMBING NOTES, SCHEDULES, DETAILS ■ P3.1 ISOMETRIC WASTE RISER DIAGRAM ■ P3.2 ISOMETRIC WATER RISER DIAGRAM ■ ELECTRICAL EO.1 SITE POWER/SYSTEMS PLAN ■ EO.2 SITE ELECTRICAL LIGHTING PLAN ■ E1.0 POWER PLAN ■ E2.0 LIGHTING PLAN ■ E3.0 ELECTRICAL PANEL SCHEDULES ■ E4.0 POWER RISER DIAGRAM ■ FA1.0 FIRE ALARM PLAN ■ SL1.0 SITE LIGHTING PHOTOMETRIC PLAN ■ CAR WASH CWA1 FLOOR PLAN, ROOF PLAN & EXTERIOR ELEVATIONS ■ CWE1 ELECTRICAL PLAN, PANEL SCHEDULES ■ CWP1 PLUMBING PLAN ■ CWS1 FOUNDATION AND ROOF STRUCTURE PLAN ■ CWS2 WALL SECTIONS, STRUCTURAL NOTES ■ THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 V) z 0 w z Uor Lu 0 z � Lu I 00 to � r .. (D - 0 U z Q r- I..L W • i z LLJ N it Z Q z zCL� U U1 O 00 L0zC>; W Z o (n • Z= 0 o Z Z Q Z 0 LL_ O r0 CONTRACT DATE: MAY 6, 2011 DRAWING INDEX, GEN'L NOTES & ABBREVIATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. T2.0 Uor Lu z � Lu I 00 to � r .. (D - 0 U z Q r- I..L W • i z LLJ N W Z Q z zCL� U1 O 00 L0zC>; W Z o (n • Z= � o Z Z Q Z LL_ O r0 DRAWING INDEX, GEN'L NOTES & ABBREVIATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. T2.0 7 ❑ 361 . II V — \ 136 FEi 27'* FE 0 FE49 57' 1 , i - , / \ I 38'* Y..: l � ° 48'* 2 TYP. SIM 111111111 OM � OM_ _ 1 53' 69' FE 0 0 78'41 _ ---. l ❑° El Oil _ f Cart ump - � " x o C 0 - Cart rash IJDD , OI! Cart x O O O ump 62' Pump °-------- REF. o 1!76 2' ,- 00 87' 1 _ Cart _ _ 1 Trash r X7-7 4 1 I Cart - 97' =97't x 0 110' Pump 1 FE Pump 104' ° x ° } Cart ® i F 115' Trash FE 116' �+ 1 I .. Trash 97'l Cart' 115'���, _. X �I 77 _77— Pump rr fir -----a 1 FE o _71 r FE 1 Oil N 86 11 C+ 1 j 1 cart - -2 FIE o � _ 107' = __- L = em ��85' 3 Pump __ / p -- - - \ — x Lo ------ 1 v 53' u - 77' 1 art v 128 Tush 1 pil nn --- 1 2 -t" rt 1 TYP. ... 1 x _ -- 0 0 _ Pump F- ----------141 ' o FE 3 34 - _ ._ ` ry 03 7!"'--. part , r.� � -k .:: 1 1 1 1 1 1 16 L2 0 N N 1 N /" ----------------------------------- \1 101 , 1 1 1 1'1 r'TA TI r'. -%r1 n.Al 1 ^1 1 111 \ A/ A l 1 r-------------- - ----- ----- ----- ---- LIFE SAFETY PLAN 42'D SCALE: 1 /8"=1'-0" U. L. ll I HIL FOR CMV L In R. VVHLL Design No. U905 March 17, 2004 Bearing Wall Rating -- 2 HR. Nonbearing Wall Rating -- 2 HR F ..0... .3 4 1 2 HORIZONTAL SECTION 1. Concrete Blocks* -- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster -- Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* -- (Optional—Not Shown) -- 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark (� ys DJl IJDD , C _ U,s DJl C O X W dwnd }JDC duJnd X_ N .— —1F�i 0 T. r``4. �.. IT ° — --- , , D l i C _ F 0CT i. LJ , 0 O - - d Lund x dwnd FE FE --- d end LI` ° du nd I o 0 ,h p1 - }JDJ o � � � - 27' O 26' , L-__ 62' Pump °-------- REF. o 1!76 2' ,- 00 87' 1 _ Cart _ _ 1 Trash r X7-7 4 1 I Cart - 97' =97't x 0 110' Pump 1 FE Pump 104' ° x ° } Cart ® i F 115' Trash FE 116' �+ 1 I .. Trash 97'l Cart' 115'���, _. X �I 77 _77— Pump rr fir -----a 1 FE o _71 r FE 1 Oil N 86 11 C+ 1 j 1 cart - -2 FIE o � _ 107' = __- L = em ��85' 3 Pump __ / p -- - - \ — x Lo ------ 1 v 53' u - 77' 1 art v 128 Tush 1 pil nn --- 1 2 -t" rt 1 TYP. ... 1 x _ -- 0 0 _ Pump F- ----------141 ' o FE 3 34 - _ ._ ` ry 03 7!"'--. part , r.� � -k .:: 1 1 1 1 1 1 16 L2 0 N N 1 N /" ----------------------------------- \1 101 , 1 1 1 1'1 r'TA TI r'. -%r1 n.Al 1 ^1 1 111 \ A/ A l 1 r-------------- - ----- ----- ----- ---- LIFE SAFETY PLAN 42'D SCALE: 1 /8"=1'-0" U. L. ll I HIL FOR CMV L In R. VVHLL Design No. U905 March 17, 2004 Bearing Wall Rating -- 2 HR. Nonbearing Wall Rating -- 2 HR F ..0... .3 4 1 2 HORIZONTAL SECTION 1. Concrete Blocks* -- Various designs. Classification D-2 (2 hr). See Concrete Blocks category for list of eligible manufacturers. 2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster -- Add 1/2 hr to classification if used. Where combustible members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* -- (Optional—Not Shown) -- 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete blocks (Item 1). THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark I FE / 103' 1 � }JDC 1FE 1 0 1 X — --- d and 1 0 dLund _ 1 ° a. o r =- -X c o 0 }J°c 155' 11111111110 K �SDJ1 Ir ED i6 X 7 z = Ill - ° = � - O O u nd dwnd E REF. VEND 71 1 m 85 I-1 0 N o N x }JDO 55' 1 X 1 KEY NOTES 0 WALL HUNG FIRE EXTINGUISHER SURFACE MOUNT IN SHOP AREA AND PARTS. RECESS EXTINGUISHER CABINETS ALL OTHER AREAS. O2 CMU WALL WITH 1 HR. RATING. OFUSIBLE LINK SHUTTER (1) HR. RATED. LIFE SAFETY PLAN NOTES 1. SEE SHEET FA1.0 FOR FIRE ALARM PLAN & SPECS 2. SEE ELECTRIC LIGHTING PLANS FOR LOCATION OF EMERGENCY LIGHTING AND EXIT SIGNS 1 T r• r• P'• A r'r'T\ / r% 1 A A 1 1 r-..— r• A I n Lll-C J/`1rC I 1 rL/`11V LCVCIVV & FE O RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:1OBC DRY CHEMICAL FIRE EXTINGUISHER MOUNTED 3'-6" A.F.F. FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL—C-2409—R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. FIRE EXTINGUISHER ON HOOK, MTD 3'-6" A.F.F. TO HOOK (60B: C SMOTHERING NON—CONDUCTIVITY EXTINGUISHER IN SERVICE BAYS) (5 LB. FE ABC TYPE 2A:10BC DRY CHEMICAL FIRE EXTINGUISHER IN PARTS DEPT.) MEZZANINE LIFE SAFETY PLAN o� ti SCALE: 1/8"=V-0" AUTOMATIC FIRE SPRINKLER & FIRE CODE REQUIREMENTS AUTOMATIC FIRE SPRINKLER SYSTEM COMPLYING WITH NEPA 13 REQUIREMENTS SHALL BE PROVIDED FOR ENTIRE BUILDING. ENGINEERED FIRE SPRINKLER DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT, BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. FLORIDA ADMINISTRATIVE CODE, SECTION 611315 REQUIREMENTS: THE FIRE SYSTEM SPRINKLER DESIGN SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15. THE PERMIT SUBMITTAL DRAWINGS AND SHOP DRAWINGS SHALL LIST THE FOLLOWING F.A.C. SECTION 61G15-32.004 CODE DESCRIPTION, AND PROVIDE DESCRIPTION OF HOW EACH ITEM IS TO BE RESOLVED. FOLLOWING IS THE FLORIDA ADMINISTRATIVE CODE SECTION: 611315-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS. (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO AUTOMATIC SPRINKLER SYSTEMS OF WET, DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY TO FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021(18), F.S. (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS. (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY. (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD—END OR CIRCULATING, AND IF DEAD—END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC GAUGE PRESSURE TO NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM TESTING PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPOVAL AND DOCUMENTATION. FIRE SPRINKLER REQUIREMENTS: 1. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES AND FOUR (4) FEET TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 2. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 3. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ACCUMULATE ON THE CONSTRUCTION SITE. THE MINIMUM FIRE FLOW SHALL BE NOT LESS THAT 500 GPM. HIGHER FLOW REQUIREMENTS MAY BE REQUIRED ACCORDING TO THE DENSITY OF THE APPROVED PROJECT. (NFPA 241-8.7.2.1) 4. TAMPER SWITCHES SHALL BE INSTALLED ON THE OS & Y VALVES AT THE BACKFLOW PREVENTOR. COORDINATE WITH THE FIRE ALARM COMPANY TO FACILITATE INSTALLATION. 5. ALL, FIRE BARRIERS/PARTITIONS, SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE FIRE MARSHAL. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS "FIRE AND SMOKE BARRIER—PROTECT ALL OPENINGS" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 N Z O >n Eli J W N J �— U < } U H L� Cr O �w O C >M 5 I LU� .0 J -� of D 0 0 O CONTRACT DATE: MAY 6, 2011 W � U � I DD o U^ U l N Z Q J z W ? `` W W Z Zza_J O CL J � UI O 00 Z W °' 0 • o Z � z Z Z _J O n LIFE SAFETY PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. LS1.0 Z (� ys DJl IJDD C C O X W dwnd duJnd X_ 0 IT ° — --- , l i C U,sDJl LJ , O - - x FE d end du nd o 1 ,h p1 }JDJ � - 27' > � 26' OT, Me I FE / 103' 1 � }JDC 1FE 1 0 1 X — --- d and 1 0 dLund _ 1 ° a. o r =- -X c o 0 }J°c 155' 11111111110 K �SDJ1 Ir ED i6 X 7 z = Ill - ° = � - O O u nd dwnd E REF. VEND 71 1 m 85 I-1 0 N o N x }JDO 55' 1 X 1 KEY NOTES 0 WALL HUNG FIRE EXTINGUISHER SURFACE MOUNT IN SHOP AREA AND PARTS. RECESS EXTINGUISHER CABINETS ALL OTHER AREAS. O2 CMU WALL WITH 1 HR. RATING. OFUSIBLE LINK SHUTTER (1) HR. RATED. LIFE SAFETY PLAN NOTES 1. SEE SHEET FA1.0 FOR FIRE ALARM PLAN & SPECS 2. SEE ELECTRIC LIGHTING PLANS FOR LOCATION OF EMERGENCY LIGHTING AND EXIT SIGNS 1 T r• r• P'• A r'r'T\ / r% 1 A A 1 1 r-..— r• A I n Lll-C J/`1rC I 1 rL/`11V LCVCIVV & FE O RECESSED FIRE EXTINGUISHER (5 LB. ABC TYPE 2A:1OBC DRY CHEMICAL FIRE EXTINGUISHER MOUNTED 3'-6" A.F.F. FIRE EXTINGUISHER CABINET TO BE "LARSON" RECESSED AL—C-2409—R WITH CLEAR BUBBLE AND RED VERTICAL LETTERING. FIRE EXTINGUISHER ON HOOK, MTD 3'-6" A.F.F. TO HOOK (60B: C SMOTHERING NON—CONDUCTIVITY EXTINGUISHER IN SERVICE BAYS) (5 LB. FE ABC TYPE 2A:10BC DRY CHEMICAL FIRE EXTINGUISHER IN PARTS DEPT.) MEZZANINE LIFE SAFETY PLAN o� ti SCALE: 1/8"=V-0" AUTOMATIC FIRE SPRINKLER & FIRE CODE REQUIREMENTS AUTOMATIC FIRE SPRINKLER SYSTEM COMPLYING WITH NEPA 13 REQUIREMENTS SHALL BE PROVIDED FOR ENTIRE BUILDING. ENGINEERED FIRE SPRINKLER DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT, BUILDING DEPARTMENT AND FIRE MARSHAL FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. FLORIDA ADMINISTRATIVE CODE, SECTION 611315 REQUIREMENTS: THE FIRE SYSTEM SPRINKLER DESIGN SHALL COMPLY WITH THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15. THE PERMIT SUBMITTAL DRAWINGS AND SHOP DRAWINGS SHALL LIST THE FOLLOWING F.A.C. SECTION 61G15-32.004 CODE DESCRIPTION, AND PROVIDE DESCRIPTION OF HOW EACH ITEM IS TO BE RESOLVED. FOLLOWING IS THE FLORIDA ADMINISTRATIVE CODE SECTION: 611315-32.004 DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS. (1) WATER BASED FIRE PROTECTION SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO AUTOMATIC SPRINKLER SYSTEMS OF WET, DRY, FINE WATER SPRAY (MIST), MANUAL, AND DELUGE VALVE CONTROLLED TYPES, PUMPING SYSTEMS, STANDPIPES, FIRE WATER MAINS AND DEDICATED FIRE PROTECTION WATER SOURCES. (2) TO ENSURE MINIMUM DESIGN QUALITY TO FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS, SAID DOCUMENTS SHALL INCLUDE AS A MINIMUM THE FOLLOWING INFORMATION WHEN APPLICABLE: (A) THE POINT OF SERVICE FOR THE FIRE PROTECTION WATER SUPPLY AS DEFINED BY SECTION 633.021(18), F.S. (B) APPLICABLE NFPA STANDARD TO BE APPLIED, OR IN THE CASE WHERE NO SUCH STANDARD EXISTS, THE ENGINEERING STUDY, JUDGEMENTS, AND/OR PERFORMANCE BASED ANALYSIS AND CONCLUSIONS. (C) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA. (D) DESIGN APPROACH, WHICH INCLUDES SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING, AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY. (E) CHARACTERISTICS OF WATER SUPPLY TO BE USED, SUCH AS MAIN SIZE AND LOCATION, WHETHER IT IS DEAD—END OR CIRCULATING, AND IF DEAD—END, THE DISTANCE TO THE NEAREST CIRCULATING MAIN, AS WELL AS ITS MINIMUM DURATION AND RELIABILITY FOR THE MOST HYDRAULICALLY DEMANDING DESIGN AREA. (F) WHEN PRIVATE OR PUBLIC WATER SUPPLIES ARE USED, THE FLOW TEST DATA, INCLUDING DATE AND TIME OF TEST, WHO CONDUCTED TEST OR SUPPLIED INFORMATION, TEST ELEVATION, STATIC GAUGE PRESSURE TO NO FLOW, FLOW RATE WITH RESIDUAL GAUGE PRESSURE, HYDRANT BUTT COEFFICIENT, AND LOCATION OF TEST IN RELATION TO THE HYDRAULIC POINT OF SERVICE. (G) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER. (H) MICROBIAL INDUCED CORROSION (MIC). THE ENGINEER OF RECORD SHALL MAKE REASONABLE EFFORTS TO IDENTIFY WATER SUPPLIES THAT COULD LEAD TO MICROBIAL INDUCED CORROSION (MIC). SUCH EFFORTS MAY CONSIST OF DISCUSSIONS WITH THE LOCAL WATER PURVEYOR AND/OR FIRE OFFICIAL, FAMILIARITY WITH CONDITIONS IN THE LOCAL AREA, OR LABORATORY TESTING OF WATER SUPPLIES. WHEN CONDITIONS ARE FOUND THAT MAY RESULT IN MIC CONTAMINATION OF THE FIRE PROTECTION PIPING, THE ENGINEER SHALL DESIGN CORRECTIVE MEASURES. (1) BACKFLOW PREVENTION AND METERING SPECIFICATIONS AND DETAILS TO MEET LOCAL WATER PURVEYOR REQUIREMENTS INCLUDING MAXIMUM ALLOWABLE PRESSURE DROP. (J) QUALITY AND PERFORMANCE SPECIFICATIONS OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS. (3) CONTRACTOR SUBMITTALS WHICH DEVIATE FROM THE ABOVE MINIMUM TESTING PARAMETERS SHALL BE CONSIDERED MATERIAL DEVIATIONS AND REQUIRE SUPPLEMENTAL ENGINEERING APPOVAL AND DOCUMENTATION. FIRE SPRINKLER REQUIREMENTS: 1. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES AND FOUR (4) FEET TO THE REAR OF ALL FIRE HYDRANTS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 2. MINIMUM MANDATORY CLEARANCE OF SEVEN AND ONE HALF (7 1/2) FEET TO THE FRONT AND BOTH SIDES OF ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED. (FLORIDA FIRE PREVENTION CODE, 2007 ED.) 3. A WATER SUPPLY FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ACCUMULATE ON THE CONSTRUCTION SITE. THE MINIMUM FIRE FLOW SHALL BE NOT LESS THAT 500 GPM. HIGHER FLOW REQUIREMENTS MAY BE REQUIRED ACCORDING TO THE DENSITY OF THE APPROVED PROJECT. (NFPA 241-8.7.2.1) 4. TAMPER SWITCHES SHALL BE INSTALLED ON THE OS & Y VALVES AT THE BACKFLOW PREVENTOR. COORDINATE WITH THE FIRE ALARM COMPANY TO FACILITATE INSTALLATION. 5. ALL, FIRE BARRIERS/PARTITIONS, SHALL BE IDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE FIRE MARSHAL. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALED SPACES. SUGGESTED WORDING FOR FIRE AND SMOKE BARRIERS "FIRE AND SMOKE BARRIER—PROTECT ALL OPENINGS" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 N Z O >n Eli J W N J �— U < } U H L� Cr O �w O C >M 5 I LU� .0 J -� of D 0 0 O CONTRACT DATE: MAY 6, 2011 W � U � I DD o U^ U l N Z Q J z W ? `` W W Z Zza_J O CL J � UI O 00 Z W °' 0 • o Z � z Z Z _J O n LIFE SAFETY PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. LS1.0 Z U W 3 4A 4B 4D 4C 5 ENTRY EYPAD READ. OR :. :. -'OVERF1 AD DOORI � II E 115 � Lc) I 114 .,= 10 'i 0) t ETM i i t W Z i z w N LE i 110 z TYP) CONTAINMENT/ COMPRESSOR 158 — - — - - — - - - - - - — - — - — - - - — - — - — - - - — - — -- - — - — - - — - — - '— - - - KEY NOTES 0 SERVICE BAY LIFTS, OIL PIPING, AIR PIPING, OIL TANKS, & COMPRESSORS ARE PROVIDED & INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE LIFT INSTALLATION, EXACT LOCATION AND POWER REQUIREMENTS. GC SHALL PROVIDE DEWATERING IF REQUIRED FOR THE INSTALLATION OF ALL UNDERGROUND SERVICE EQUIPMENT. O2 MOTORIZED OVERHEAD DOOR, SEE DOOR SCHEDULE. O3 WALL MOUNTED DUCTLESS AC UNIT, REFER TO MECHANICAL PLANS. O4 KEY DROP-OFF BOX, PROVIDED BY OTHERS, INSTALLED BY GEN. CONTACTOR. MANUF: KEYKEEPER MODEL NO. SEDXLWS FREESTANDING SYSTEM WITH STAND. LOCATION OF KEY BOX TO BE DETERMINED BY OWNER. O5 TIME CLOCK SUPPLIED BY OWNER. VERIFY LOCATION W/OWNER. O6 PAINTED TELEPHONE PANEL 4'H x 8'W x 1/2" THK. CDX. PLYWD. VERIFY SIZE AND LOCATION W/ DATA/COMMUNICATIONS VENDOR. COORDINATE WITH ELECTRICAL ITEMS. O7 ELECTRIC WATER COOLER, REFER TO PLUMBING PLAN. O8 STOREFRONT SYSTEM, REFER TO THE WINDOW ELEVATION PLANS. O9 PENCO-6231V DOUBLE TIER VANGUARD LOCKERS - 12"x15"06", 72" OVERALL SUPPLIED/INSTALLED BY CONTRACTOR. 10 MOP SINK. REFER TO ENLARGED PLUMBING PLAN. 11 EMERGENCY EYEWASH. 12 FIRE SPRINKLER RISER AND VALVES. ENGINEERED FIRE SPRINKLER DRAWINGS TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. 13 4' HIGH PAINTED CMU WALL W/ 4" PRE -CAST CONIC. TOP SLOPED ON BOTH SIDES, PAINT FINISH BOTH SIDES. 14 OLD OIL AND COOLANT DISPOSAL UNIT, BY OTHERS. 15 PAINTED EXPOSED STEEL COLUMN. 16 LINE OF GYPSUM BOARD "BRIDGE" ABOVE. 17 CONCRETE APRON, SEE FOUNDATION PLAN. 18 REFRIGERATED AIR DRYER BY OTHERS, MOUNT ON SHELF OVERHEAD. 19 TRENCH DRAIN, REFER TO PLUMBING PLAN. 20 REFRIGERATOR BY OWNER. 21 INSTALL SUMP W/ 3" DIA. HOLE IN GRATE. REFER TO PLUMBING PLANS. 22 ROLL DOWN SECURITY, COORDINATE INSTALLATION WITH MEZZANINE VENDOR. 23 INTERIOR MILLWORK, REFER TO INTERIOR ELEVATIONS. 24 VENDING MACHINE, BY OWNER. 25 RECEPTION COUNTER BY OTHERS. GC TO COORDINATE INSTALLATION. 26 FURNITURE BY OWNER. REFER TO INFINITY IMAGE PROGRAM HANDBOOK FOR FINISHES. CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS. 27 TIRE CHANGER SUPPLIED BY OTHERS. 28 CONCRETE FILLED BOLLARD. 29 WORKBENCH SUPPLIED BY OTHERS. 30 WHEEL BALANCER SUPPLIED BY OTHERS. 31 INSTALL KNOX BOX. VERIFY LOCATION W/ FIRE MARSHALL. 32 DOUBLE WALL OIL STORAGE TANKS SUPPLIED AND INSTALLED BY OTHERS. 33 AIR COMPRESSOR SUPPLIED AND INSTALLED BY OTHERS. 34 BRAKE LATHE SUPPLIED AND INSTALLED BY OTHERS. 35 ALIGNMENT RACK AND ASSOC. EQUIPMENT, SUPPLIED AND INSTALLED BY OTHERS. GENERAL CONTRACTOR TO COORDINATE THE INSTALLATION AND POWER REQUIREMENTS. GC TO INSTALL RECESS IN SLAB AS REQUIRED FOR EQUIP. REFER TO STRUCT. DWGS & COORD. SIZE W/ EQUIP SUPPLIER/INSTALLER 36 "BILKO" TYPE S ROOF HATCH AND LADDER (36"x30"). 37 WATER HEATER REFER TO PLUMBING PLANS. 38 WASHER BY OWNER. 39 DRYER BY OWNER. 40 CUSTOMER LOUNGE FIXTURE BY OWNER REFER TO INFINITI IMAGE PROGRAM HANDBOOK FOR DETAILS. 41 POWER WASHER BY OTHERS. 42 WALL LOUVER REFER TO HVAC PLAN. 43 CHAIN LINK FENCE & GATE MATERIAL UP TO ROOF DECK. 44 OPERABLE PARTITION TOP SUPPORTED, 3" PAIR PANELS,"HUFCOR" SERIES 632 W/ SWEEP & TRACK, STC 41, PH. (407) 302-2286 EXT. 233. UNISPAN SELF SUPPORTING TRUSS ASSEMBLY DESIGNED, CERTIFIED, FABRICATED AND INSTALLED BY HUFCOR. FINISH TO BE DETERMINED. 45 EXHAUST DUCT WITH LOW EXHAUST GRILLE, REFER TO HVAC DRAWINGS. 46 NOT USED. 47 OVERHEAD CORD REELS FOR AIR, WATER, OIL, AND LIGHTING TO BE PROVIDED BY OTHERS. GENERAL CONTRACTOR SHALL PROVIDE PLUMBING, POWER, AND CONDUIT W/FEEDERS AS REQUIRED TO POINT OF CONNECTION. AIR LINES ARE PROVIDED AND INSTALLED BY OTHERS. 48 MOTORIZED HIGH SPEED OVERHEAD DOOR BY "RYTEC" PROVIDED AND INSTALLED BY OTHERS. GC TO COORDINATE DOOR HARDWARE CLEARANCE REQUIREMENTS WITH ALL TRADES. 49 ROOF DRAIN PIPE, REFER TO ROOF DRAINAGE PLAN. 50 (1) HOUR FIRE -RATED FUSIBLE LINK SHUTTER. 51 BIG ASS FAN, REFER TO ELECTRICAL PLANS 52 PARTS STORAGE SHELVING. 53 ICE MACHING BY OTHERS, PLUMBING AND ELECTRICAL CONNECTIONS BY GC. 54 SODA EQUIPMENT RACK BY OTHERS. — UtINCKHL INV I CJ 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK. 1-1KC KH I CV PAR I 1 11VIN LLULINV — 1 HOUR FIRE RATED PARTITION. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 FLOOR PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A1.0 co V W Lc) Z00 .,= 10 Q) 0) t 0 0 U ZQ�� W Z i z w N W z Q U UI O 00 Zgcy)a W 0 rn vCO :-3: 0 0 o Zz=Z ry w vi Q O z LL. W O M FLOOR PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. 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T ash 'JDC TECH BREAK RM. 1 15'-2" [2 -8" 8'-8" I 18'-8" 8'-8" [2'-8" 8'-8" 6-0" 85'-4" 208'-0" A4.o (4A 5 FT, C 4B 4D 4C 5 I I I MEZZANINE PLAN Z s E12 KEY NOTES A6.0 O REFER TO SHEET A1.0 FOR KEYNOTES, 22'-8" :.., .16r�0".. 3.O„ .. 3.-4 23'-4" 5'-0" 8'-011 -4' 8'-0" 2'-811 ol I I 2 5 A4.0 I A4.1 I I I I I I I I I I I I I FLOOR DIMENSION PLAN SCALE: 1/8"=1'-0" y I I I I ---------—-----—-------—----- --- I I 100'-0" I 6) (7 1 GENERAL NOTES 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK. 00 bo FIRE RATED PARTITION LEGEND — m � 1 H@UR FIRE RATE® PARTI®N. E IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT BITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE Al ZOJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 z O W N u � Q ~ � ,V L >m �w co I Lu� i C D 0 0 O CONTRACT DATE: MAY 6, 2011 r� W V Z I 00 V � Cn o Z ^ U N CD J W Z N z W z Q Z_ g 0 � o � C) z � Z z -� W g °' o 0 to • o V z = z Z W (I! v z co W O M FLOOR DIMENSION PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A1.1 O .-- ---------- --0 I a: I ----------------- U W -- ------- -----0' 0 I P. I--- ------- -----0 ":N I I -- ---- ----- --0 :... ... [2 -8" 8'-8" I 18'-8" 8'-8" [2'-8" 8'-8" 6-0" 85'-4" 208'-0" A4.o (4A 5 FT, C 4B 4D 4C 5 I I I MEZZANINE PLAN Z s E12 KEY NOTES A6.0 O REFER TO SHEET A1.0 FOR KEYNOTES, 22'-8" :.., .16r�0".. 3.O„ .. 3.-4 23'-4" 5'-0" 8'-011 -4' 8'-0" 2'-811 ol I I 2 5 A4.0 I A4.1 I I I I I I I I I I I I I FLOOR DIMENSION PLAN SCALE: 1/8"=1'-0" y I I I I ---------—-----—-------—----- --- I I 100'-0" I 6) (7 1 GENERAL NOTES 1. ALL DOORS TO BE 4" FROM INSIDE CORNER UNLESS NOTED OTHERWISE. 2. REFER TO LIFE SAFETY PLANS FOR FIRE EXTINGUISHER TYPES AND LOCATIONS. 3. GENERAL CONTRACTOR SHALL PROVIDE CONDUIT, POWER, PLUMBING AND COORDINATION FOR ALL EQUIPMENT, ITEMS PROVIDED BY OWNER OR OTHERS. 4. "BY OTHERS" INDICATES THAT THIS ITEM IS NOT INCLUDED IN THE GRNERAL CONTRACTOR'S SCOPE OF WORK. 00 bo FIRE RATED PARTITION LEGEND — m � 1 H@UR FIRE RATE® PARTI®N. E IIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT BITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE Al ZOJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 z O W N u � Q ~ � ,V L >m �w co I Lu� i C D 0 0 O CONTRACT DATE: MAY 6, 2011 r� W V Z I 00 V � Cn o Z ^ U N CD J W Z N z W z Q Z_ g 0 � o � C) z � Z z -� W g °' o 0 to • o V z = z Z W (I! v z co W O M FLOOR DIMENSION PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A1.1 O a: U W 0 0 NORTHWEST ELEVATION - (FRONT) SCALE: 1/8"=l' -O" v rvn I n --rel (XL1IV<JILJ 0 BUILDING SIGNAGE SUPPLIED BY OWNER. GENERAL CONTRACTOR TO COORDINATE ELECTRICAL REQUIREMENTS WITH SIGN VENDOR. O2 INDICATES ROOF LINE BEHIND PARAPET. (3 PIPE BOLLARD, REFER TO STRUCTURAL DETAIL DRAWINGS. O4 WALK DOOR, REFER TO DOOR SCHEDULE. OSTUCCO REVEAL - "FRY" OR EQUAL, ITEM # PCSV-75- SHORT- "V» REVEAL MOULDING O6 CONTINUOUS COPING, REFER TO WALL SECTIONS. O7 SCUPPER, COLLECTION BOX, GUTTER AND DOWNSPOUT REFER TO ROOF PLAN FOR SPECIFICATIONS AND DETAILS. O8 LOUVER, REFER TO MECHANICAL PLANS. OOVERHEAD DOOR REFER TO DOOR SCHEDULE. 10 GLAZING SYSTEM, REFER TO FLOOR PLAN AND WINDOW ELEVATION DRAWINGS. 11 ALIGN HORIZONTAL AND VERTICAL REVEALS WITH FGW MULLIONS. 12 ALIGN HORIZONTAL REVEALS WITH HORIZONTAL MULLIONS OF FGW. 13 SECTIONAL ALUMINUM GLASS PANEL DOOR REFER TO DOOR SCHEDULE. SCALE: 1/8"=l' -O" n + 28'-0" T.O. PARAPET CODE LAr-1 P-1 SUPPLIER/MFR Z7 or -c TYP. �Ar- 1 P-1 11r) I v vt_-J / 1 T r) LAr- I G P-1 — — — — — — — — — — — — — — — — — — J REMARKS I U liL-J T.O. PARAPET SUPPLIER/MFR SPECIFICATION REMARKS ----- -- ----- ALUCOBOND, 4MM NATURAL BRUSHED ALUMINUM, 0.020" ALUMINUM SKIN, FLUOROCARBON BASED CLEAR COAT, 4 MM OVERALL THK., 0.2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO ----- P-2 ------------- STYLE: EXTERIOR, GLOSS - A82051 EXTRA WHITE BASE COLOR: TO MATCH ACM -1 NM -1 TRAVERTINE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) 979-6400 x 225 castv®stonesource.com White Filled Traverine All Tiles to be 2:1 Width to Height ratio 9 U — — — — — — — 1- — — — — — — — — — — — — — — — 0 doug.twitchellOalcan.com HORIZONTAL GRAIN (BRUSH) DIRECTION 0 SERVICE AREA 979-6400 x 225 *0'-0„ FIN. FLR. castv@stonesource.com OR ACM- ALUMINIUM COMPOSITE ALCOA ARCHITECTURAL PRODUCTS REYNOBOND, 4MM NATURAL BRUSHED ALUMINUM RBNBA LUMIFLON CLEAR COAT NOTE: USE FACTORY APPROVED FABRICATOR & INSTALLER. WARRANTY PASS THROUGH TO DEALER. FLASHINGS SF -1 D O 1 `D LL. li a - o I 0i2 Li - LL o '- Q MATERIAL JAY KAHN 0.020" ALUMINUM SKIN, 4 MM OVERALL THK., TO MATCH ADJACENT WALL FINISH PER yx 22310 GREENBROOK DRIVE HOUSTON TX 77073 Phone: (281) 443-4742 Fax: (281) 443-4854 0.2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO, HORIZONTAL GRAIN (BRUSH) DIRECTION PANEL MANUFACTURER'S STANDARD. C) I io LL: LL: Q - 0 I o LL. � Q- 0I_ :- d 1 3/16' THK PATTERNED ONLY 3' H. BETN. JOINT CENTERS 9 W. BETN JOINT CENTERS. PATTERNED CLEAR GLASS IN FRAMING SYSTEM 0'-0" FIN. FLR� Lz--� joy.kohn@alcoo.com 4'-2" GL -3 EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW -E GLASS SECONDARY ELEVATIONS USED WITH SF -1 STOREFRONT SYSTEM EXP -1 EXTERIOR STUCCOSTYLE (EXTERIOR WALLS ® NON -ACM : MATCH PAREX SAND STONE TEXTURE AREAS) STANDARD ARCHITECTURAL CLEAR, LOW -E SECONDARY ELEVATIONS USED GL -3 EXTERIOR GLASS GLASS WITH CURTAINWAL KAWNEER 1600 SYSTEM P-2 4 P-2 4 SOUTHWEST ELEVATION - (RIGHT SIDE) SCALE: 1/8"=l' -O" 0=)--] L@ 3 P-2 La -c@ + 22'-0" T.O. PARAPET CODE LAr-1 P-1 SUPPLIER/MFR Z7 REMARKS -----+---- I 11r) CAr-1 P-1 SPECIFICATION REMARKS 1U VL -J L , + 28 -0' T.O. PARAPET (+� 26'-8" T.O. PARAPET ----— — — — — — — MATERIAL SUPPLIER/MFR SPECIFICATION REMARKS ----- -- ----- ALUCOBOND, 4MM NATURAL BRUSHED ALUMINUM, 0.020" ALUMINUM SKIN, FLUOROCARBON BASED CLEAR COAT, 4 MM OVERALL THK., 0.2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO ----- P-2 ------------- STYLE: EXTERIOR, GLOSS - A82051 EXTRA WHITE BASE COLOR: TO MATCH ACM -1 NM -1 TRAVERTINE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) 979-6400 x 225 castv®stonesource.com White Filled Traverine All Tiles to be 2:1 Width to Height ratio 9 U P-3 PAINT PARKING STRIPES 0 PARKING LOT & TO BE SELECTED BY DEALER/CONTRACTOR STYLE: REFLECTIVE COLOR: WHITE OR NM -1 LIMESTONE STONE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) Baltimore Limestone Honed All Tiles to be 2:1 Width to Height ratio 0 doug.twitchellOalcan.com HORIZONTAL GRAIN (BRUSH) DIRECTION 0 SERVICE AREA 979-6400 x 225 *0'-0„ FIN. FLR. castv@stonesource.com OR ACM- ALUMINIUM COMPOSITE ALCOA ARCHITECTURAL PRODUCTS REYNOBOND, 4MM NATURAL BRUSHED ALUMINUM RBNBA LUMIFLON CLEAR COAT NOTE: USE FACTORY APPROVED FABRICATOR & INSTALLER. WARRANTY PASS THROUGH TO DEALER. FLASHINGS SF -1 D O 1 `D LL. li a - o I 0i2 Li - LL o '- Q MATERIAL JAY KAHN 0.020" ALUMINUM SKIN, 4 MM OVERALL THK., TO MATCH ADJACENT WALL FINISH PER 22310 GREENBROOK DRIVE HOUSTON TX 77073 Phone: (281) 443-4742 Fax: (281) 443-4854 0.2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO, HORIZONTAL GRAIN (BRUSH) DIRECTION PANEL MANUFACTURER'S STANDARD. GL -2 FEATURE GLASS WALL (FGW) OLDCASTLE GLASS Chastity Dickinson 803 Airport Rd. Terrell TX 75160 (972)750-5573 1 3/16' THK PATTERNED ONLY 3' H. BETN. JOINT CENTERS 9 W. BETN JOINT CENTERS. PATTERNED CLEAR GLASS IN FRAMING SYSTEM joy.kohn@alcoo.com cdickinson®oldcastlebe.com GL -3 EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW -E GLASS SECONDARY ELEVATIONS USED WITH SF -1 STOREFRONT SYSTEM EXP -1 EXTERIOR STUCCOSTYLE (EXTERIOR WALLS ® NON -ACM : MATCH PAREX SAND STONE TEXTURE AREAS) STANDARD ARCHITECTURAL CLEAR, LOW -E SECONDARY ELEVATIONS USED GL -3 EXTERIOR GLASS GLASS WITH CURTAINWAL KAWNEER 1600 SYSTEM P_1 PAINT (EXTERIOR WALLS ® NON -ACM BENJAMIN MOORE CEDAR KEY 982; BERBER WHITE 955; 261 AREAS) SOUTHEAST ELEVATION - ( REAR) SCALE: 1/8"=l' -O" P-2 4 9a—J 3 P-2 - (DJ Oa -2 —1 3 P -2)--@-J 3 E2 3 P-2 EXTERIOR FINISH SCHEDULE CODE MATERIAL SUPPLIER/MFR SPECIFICATION REMARKS CODE MATERIAL SUPPLIER/MFR SPECIFICATION REMARKS CODE MATERIAL SUPPLIER/MFR SPECIFICATION REMARKS ACM- ALUMINIUM COMPOSITE MATERIAL ALCAN COMPOSITES USA LTD DOUG TWITCHELL 221 BAYBERRY CREEK CIRCLE MOORESVILLE, NC 28117 CELL: (314)406-9150 ALUCOBOND, 4MM NATURAL BRUSHED ALUMINUM, 0.020" ALUMINUM SKIN, FLUOROCARBON BASED CLEAR COAT, 4 MM OVERALL THK., 0.2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO NOTE: USE FACTORY APPROVED FABRICATOR &INSTALLER. WARRANTY PASS THROUGH TO DEALER. FLASHINGS TO MATCH ADJACENT WALL FINISH PER PANEL MANUFACTURER'S STANDARD. P-2 PAINT (EXTERIORSTONE BOLLARDS, DOORS, & COPINGS 0 NON -ACM -1 AREAS) STYLE: EXTERIOR, GLOSS - A82051 EXTRA WHITE BASE COLOR: TO MATCH ACM -1 NM -1 TRAVERTINE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) 979-6400 x 225 castv®stonesource.com White Filled Traverine All Tiles to be 2:1 Width to Height ratio 9 U P-3 PAINT PARKING STRIPES 0 PARKING LOT & TO BE SELECTED BY DEALER/CONTRACTOR STYLE: REFLECTIVE COLOR: WHITE OR NM -1 LIMESTONE STONE SOURCE Lisa Castelluicci 215 Park ave. South Suite 700 New York NY 10003 (212) Baltimore Limestone Honed All Tiles to be 2:1 Width to Height ratio 0 doug.twitchellOalcan.com HORIZONTAL GRAIN (BRUSH) DIRECTION 0 SERVICE AREA 979-6400 x 225 castv@stonesource.com OR ACM- ALUMINIUM COMPOSITE ALCOA ARCHITECTURAL PRODUCTS REYNOBOND, 4MM NATURAL BRUSHED ALUMINUM RBNBA LUMIFLON CLEAR COAT NOTE: USE FACTORY APPROVED FABRICATOR & INSTALLER. WARRANTY PASS THROUGH TO DEALER. FLASHINGS SF -1 D NEW STOREFRONT SYSTEM KAWNEER STYLE: TRIFAB 450 SERIES SYSTEM COLOR: CLEAR ANODIZED ALUMINUM MATERIAL JAY KAHN 0.020" ALUMINUM SKIN, 4 MM OVERALL THK., TO MATCH ADJACENT WALL FINISH PER 22310 GREENBROOK DRIVE HOUSTON TX 77073 Phone: (281) 443-4742 Fax: (281) 443-4854 0.2" ALUMINUM SKIN THK. (BOTH FACES) PANELS TO BE 3:1 WIDTH: HEIGHT RATIO, HORIZONTAL GRAIN (BRUSH) DIRECTION PANEL MANUFACTURER'S STANDARD. GL -2 FEATURE GLASS WALL (FGW) OLDCASTLE GLASS Chastity Dickinson 803 Airport Rd. Terrell TX 75160 (972)750-5573 1 3/16' THK PATTERNED ONLY 3' H. BETN. JOINT CENTERS 9 W. BETN JOINT CENTERS. PATTERNED CLEAR GLASS IN FRAMING SYSTEM joy.kohn@alcoo.com cdickinson®oldcastlebe.com GL -3 EXTERIOR GLASS STANDARD ARCHITECTURAL CLEAR, LOW -E GLASS SECONDARY ELEVATIONS USED WITH SF -1 STOREFRONT SYSTEM EXP -1 EXTERIOR STUCCOSTYLE (EXTERIOR WALLS ® NON -ACM : MATCH PAREX SAND STONE TEXTURE AREAS) STANDARD ARCHITECTURAL CLEAR, LOW -E SECONDARY ELEVATIONS USED GL -3 EXTERIOR GLASS GLASS WITH CURTAINWAL KAWNEER 1600 SYSTEM P_1 PAINT (EXTERIOR WALLS ® NON -ACM BENJAMIN MOORE CEDAR KEY 982; BERBER WHITE 955; 261 AREAS) THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 2 0 o_ U w 0 0 z 0 in Uj W N U.1 r- C� U, Z 0 Q H V .lV O LC O Cd I W� Ct w ,C D O O O CONTRACT DATE: MAY 6, 2011 c0 � LC) ■ Z w 00 I- O o .. — o Z Q 0 J N W Ly Z Z Q J 0 CL J VO 00 Z Lr) Z0 W o 0 Z = Z z W U CL z ILL. O EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A2.0 ACT1 ACT1 I P1 P1 P1 ALES P1 SALES F&I WAITING PT 118 PT 117 116 PT ACTT SALES MGR. 106 Pi PT LE ACM1 S OWROOM P1 105 P1 <e> T7 P1 ST1 PORTAL 104 M4 ST7 GL6 0 0 P1 P1 ST7 NEW CAR DELIVERY 142 0 P6 ACT1 SC F & I OFFP1 IC� P2 — — — — — 121 ELEC. RM. PT 159 1 I ACTT F & I OFFICE 122 P1 PT ACTT F & I OFFICE(E) :a. 123 ' BILLING/ ACT1 ACCOUNTING P1 124 PT MEETING/TRAINING ACT1 BREAK RM. 125 P1 ST1 ACT1 P1 PT 1 IN h � ACTT + P1 PT I BDC/INTERNET 126 ACT1 ACTT I WOMEN' P1 1`09 S P1 127 T71 C ;,A ST1ACT1ST7 ACT1 RM. T1 °• P1 sn 130io ; DEALER O Pi RETAIL PAF ACTT 107 PT ACTT DATA CT CASHIEF MEN 1' sn 134 aLA 6_1 P1 129 128<0>C CT ACTT 71 CEP IO P1 'l 0-3 sn WD1 WD 0> T CUSTOMER PT WAITING 131 a� ACT1 P1 sr7 SERVICE SERVICE SERVICE SERVICE ADVISOR ADVISOR ADVISOR ADVISOR ACTT 140 ACT1 141 ACTT 142 ACTT 143 P1 P1 )�D P1 <0> T7 ST7 ST7 ST7 o m lc 0 010 SERVICE RECEPTION 139 P6 P1 SC INTERIOR FINISH PLAN �O SCALE: 1/8"=1'-0" s PARTS 135 P2 PARTS MG 136 P2 CT TECH PART COUNTER SC C P2 \ (DPECIAL Sc DOLS 138 C ACT1 CAFE P1 132 sT7 ACT1 P1 1133 1 WARRANTY SERVICE MGR. ACT1 144 ACT1 145 P1 P1 sT7 CI sn / 0 0 0 c P6 w°- e - � °� ® EP1 C -- ET PRE SC ;. 152 c c - o -C a > 0 C P6 c ABOVE WAINSCOT - - a P4 BELOW WAINSCOT Lu a SC x a o o a a 0 z DRY PREP o 0 a Lu w a o c ;ate P1 �¢ooaQ SC PREP/LAUN Ps F-- 157 p P3 ABOVE WAINSCOT _ P1 P1 P4 BELOW WAINSCOT P2 SUPPLIES PREP MGR. O P1 sc � JAN. RM. 155 154 ° 156 �T h z Q O O Q¢ SERVICE 146 �' P6 00 F P3 ABOVE WAINS T mT w P4 BELOW WAINS T TOIOL RM. 147 rEY=�j P3 ABOVE WAINS BELOW WAINS � P6 EQUIP. RM.Eo<P2 sC a < Ps CONTAINMENT/ Pc° COMPRESSOR fl 0 0 0 0 J C MENS TECH P1 LOCKERS/ N WOMEN TECH P1 IST7 RESTRM. LAV. sT7 149 s.� � ST7 h —C REF. VEND N FAC -T-21 P1 TECH BREAK RM. sT7 151 INTERIOR FINISH SCHEDULE CODE MATERIAL MANUFACTURER SPECIFICATION -C Cl GALLERY CEILING O LUMINOUS STRETCH CEILING -C- STYLE: 24% 24" ULTIMA VECTOR c� ACT1 ��QooQQ-� ARMSTRONG �C — CJ W TEE GRID C ACT2 CEILING TILEARMSTRONG STYLE: 24"X24" ULTIMA, 15/16" J UI CL Z J O HEAVY DUTY GRID Z Lu M4 HIGH POLISHED ACM L0 o o STAINLESS STEEL #8 POLISHED, • � = CEILING — NON DIRECTIONAL 3MM 4HPA3.5 PORTAL ELEMENT ST1 -E l _ STONE SOURCE STYLE/COLOR: CREMA NOVELDA o U 0 0 c P6 w°- e - � °� ® EP1 C -- ET PRE SC ;. 152 c c - o -C a > 0 C P6 c ABOVE WAINSCOT - - a P4 BELOW WAINSCOT Lu a SC x a o o a a 0 z DRY PREP o 0 a Lu w a o c ;ate P1 �¢ooaQ SC PREP/LAUN Ps F-- 157 p P3 ABOVE WAINSCOT _ P1 P1 P4 BELOW WAINSCOT P2 SUPPLIES PREP MGR. O P1 sc � JAN. RM. 155 154 ° 156 �T h z Q O O Q¢ SERVICE 146 �' P6 00 F P3 ABOVE WAINS T mT w P4 BELOW WAINS T TOIOL RM. 147 rEY=�j P3 ABOVE WAINS BELOW WAINS � P6 EQUIP. RM.Eo<P2 sC a < Ps CONTAINMENT/ Pc° COMPRESSOR fl 0 0 0 0 J C MENS TECH P1 LOCKERS/ N WOMEN TECH P1 IST7 RESTRM. LAV. sT7 149 s.� � ST7 h —C REF. VEND N FAC -T-21 P1 TECH BREAK RM. sT7 151 I-TRlTe^ 1 1►1/'1Trn 1 11Y1121 1 IV<J I LJ 1. ALL WALLS TO BE PAINTED P-1 U.O.N. 2. PROVIDE SCHLUTER STAINLESS STEEL DIVIDER STRIPS AT ALL TRANSITIONS BETWEEN TILE, V.C.T., CONCRETE AND CARPETING SURFACES U.O.N. 3. ALL CARPET AND V.C.T. FLOORING TO HAVE 4" VINYL COVE BASE BURKE MERCER OR EQUAL. COLOR TO BE DETERMINED. 4. ALL TILE AREAS TO HAVE MATCHING TILE BASE. rTl►ITn1 1 1 r/—f—l-ll"\ 1 11V1Jf1 LIl— VCIVV Qx DENOTES CEILING FINISH O DENOTES WALL FINISH ODENOTES FLOOR FINISH IS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ,ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE A 'OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100 CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 CONTRACT DATE: MAY 6, 2011 INTERIOR FINISH SCHEDULE CODE MATERIAL MANUFACTURER SPECIFICATION REMARKS Cl GALLERY CEILING - LUMINOUS STRETCH CEILING V STYLE: 24% 24" ULTIMA VECTOR zQ�� ACT1 CEILING 11LE ARMSTRONG WITH PRELUDE 15/16" EXPOSED j LL_ z Li W TEE GRID ACT2 CEILING TILEARMSTRONG STYLE: 24"X24" ULTIMA, 15/16" J UI CL Z J O HEAVY DUTY GRID Z Lu M4 HIGH POLISHED ACM L0 o o STAINLESS STEEL #8 POLISHED, • � = CEILING — NON DIRECTIONAL 3MM 4HPA3.5 PORTAL ELEMENT ST1 STONE TILE STONE SOURCE STYLE/COLOR: CREMA NOVELDA o U Z SIZE: 12"X24' GROUT: U) ST4 CERAMIC TILE STONE SOURCEBLANC STYLE/COLOR: AVANT GARDE (M) SIZE: 12"X24' GROUT: ALTERNATIVE FOR ST -1 ST7 STONE TILE STONE SOURCE STYLE/COLOR: KIRBY LIMESTONE HONED SIZE: 12"X24' GROUT: WD1 WOOD FLOORING ZICKGRAPH THE FRANKLIN COLLECTION, WALNUT WIDTH: 5" CPT4 CARPET MANNINGTON TERRY CLOTH- M27423 -002-A CPT5 FLOOR MAT THE MAT KING COCOA MATTING: DARK BROWN CPT7 CARPET BENTLEY PRINCE STREET SISAL TWIST PDS #129007-001 ALTERNATIVE FOR CPT -4 PC POLISHED CONCRETE - COLOR: NATURAL CONCRETE SC SEALED CONCRETE EPX1 EPDXY PAINT MATCH WALL PAINT FINISH P-3 AND P-4 WITH EPDXY PAINT GL6GLAZING - GLAZING REFER TO GLAZING ELEVATION DRAWING VCT1 VINYL COMPOSITION TILE TBD COLOR: TBD WC1 WALLCOVERING MAHARAM COMPOSITE 320/001 BROOKSIDE BROOKLINE QTR WALNUT 2-580-X WV1 WOOD VENEER POLY- URETHANE FINISH HEIGHT: VENEERS LTD 30", WIDTH: VARIES Pi PAINT BENJAMIN MOORE SWISS COFFEE OC -45 EGGSHELL P2 PAINT BENJAMIN MOORE COLLINGWOOD OC -28 EGGSHELL P3 PAINT (GLOSSY WHITE) (SERVICE) BENJAMIN MOORE CHANTILLY LACE 2121-70 SEMIGLOSS (ABOVE WAINSCOTT) P4 PAINT (GLOSSY LIGHT GRAY) (SERVICE) BENJAMIN MOORE METALLIC SILVER 2132-60 SEMIGLOSS (BELOW WAINSCOTT) P6 PAINT BENJAMIN MOORE (FLAT WHITE) SERVICE & SERVICE RECEPTION CEILING CHANTILLY LACE 2121-70 FLAT P7 PAINT BENJAMIN MOORE T.B.D. LM1 LAMINATE (MILLWORK) WILSONART 7110T-78 MONTANA WALNUT -PREMIUM ALTERNATIVE TO WV1 M5 METAL SURFACE WILSONART 6281 (MILLWORK) SATIN BRUSHED SMOKE ALUMINUM SS -1 SOLID SURFACE (MILLWORK) CORIAN ANTARCTICA FT -8, CASHIER & PARTS COUNTER SS -2 SOLID SURFACE (MILLWORK) CORIAN ANTHRACITE RESTROOM COUNTERTOPS SS -3 SOLID SURFACE HIGH QUALITY GRANITE TBD (MILLWORK) CAFE COUNTERTOP COUNTER TOP VCTI VINYL COMPOSITION TILE ARMSTRONG COMMERCIL LIGHT GRAY VCT, IMPERIAL TEXTURE, STANDARD, EXELON, 51860 CASHIER, RETAIL PARTS & PARTS SOFT COOL GRAY, 12"x12"x 1 8" THK. MANAGER AREAS I-TRlTe^ 1 1►1/'1Trn 1 11Y1121 1 IV<J I LJ 1. ALL WALLS TO BE PAINTED P-1 U.O.N. 2. PROVIDE SCHLUTER STAINLESS STEEL DIVIDER STRIPS AT ALL TRANSITIONS BETWEEN TILE, V.C.T., CONCRETE AND CARPETING SURFACES U.O.N. 3. ALL CARPET AND V.C.T. FLOORING TO HAVE 4" VINYL COVE BASE BURKE MERCER OR EQUAL. COLOR TO BE DETERMINED. 4. ALL TILE AREAS TO HAVE MATCHING TILE BASE. rTl►ITn1 1 1 r/—f—l-ll"\ 1 11V1Jf1 LIl— VCIVV Qx DENOTES CEILING FINISH O DENOTES WALL FINISH ODENOTES FLOOR FINISH IS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ,ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE A 'OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100 CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 CONTRACT DATE: MAY 6, 2011 INTERIOR FINISH PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A3.0 LO U j I Z V o zQ�� ct WZ j LL_ z Li W zQ Z J UI CL Z J O a53 00 � Z Lu m L0 o o (n VZ • � = 0 o z Z_ W o U Z J U) Ljj O M INTERIOR FINISH PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A3.0 ■■■■■ LLVLIVV ■ ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH ■aoo■ MONO■ ■■■■■ ACT -2 ACOUSTICAL CEILING amoan .00 NONE I r1A Eu IN 100 10 Sam a inommon 0-ol Lo -0 Samoan ■■■■is'1 ■De • W ■0 ■ ■ T21ne' ON MB �1 Ma ■■■■ISI 41. i Ira 1, N �I■D • ACT -1 7 LLVLIVV ■ ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH ■aoo■ SCHEDULE. ACT -2 ■ LLVLIVV ■ ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. ACT -2 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. a GWB-1 5/8" THICK GYPSUM BOARD. GWB-2 5/8 THICK MOISTURE RESISTANT GYPSUM BOARD. M-1 ALUMINUM COMPOSITE PANELS, REFER TO INTERIOR FINISH SCHEDULE. W 1 ■■■■■■------------------ ■■r■i�1 III ■ LLVLIVV ■ ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. ACT -2 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. a GWB-1 5/8" THICK GYPSUM BOARD. GWB-2 5/8 THICK MOISTURE RESISTANT GYPSUM BOARD. M-1 ALUMINUM COMPOSITE PANELS, REFER TO INTERIOR FINISH SCHEDULE. W ■■■■■■------------------ III FI PAINTED EXPOSED STRUCTURE GWB lamm __ I mummmmi 0101,6411001momommil 0164,1100011 mmmammumman'sm"M 0 O O p O O O O 0 0 o 0 0 0 0 0 REFLECTED CEILING PLAN Z SCALE: 1 /8"=1'-O" s FFFTI PAINTED EXPOSED STRUCTURE O � K �• .'00< �'� i `a o o ¢ aFFFTI I =QooQQo5 co S I F771 F7 F771 PAINTED EXPOSED STRUCTURE � ,171 Inii FMI 17771 PAINTED EXPOSED STRUCTURE GWB-1 9'- PAINTED EXPOSED STRUCTURE LX 1 --- PAINTED EXPOSED STRUCTURE -- 0" A.F.F. 1� PAINTED EXPOSED STRUCTURE 0" A.F.F. ACT -2 9' - 0" A.F.F. PAINTED EXPOSED STRUCTURE r'—'0ZL ACT -2 0" A.F.F. GWB-2 3 �... Q 9'- 3 3LLJ MEZZANINE CEILING PLAN SCALE: 11/8"=V-0" T1 Tnl� 1 r�rnlr� VL1L11VV LLVLIVV ACT -1 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. ACT -2 ACOUSTICAL CEILING TILE SYSTEM, REFER TO INTERIOR FINISH SCHEDULE. a GWB-1 5/8" THICK GYPSUM BOARD. GWB-2 5/8 THICK MOISTURE RESISTANT GYPSUM BOARD. M-1 ALUMINUM COMPOSITE PANELS, REFER TO INTERIOR FINISH SCHEDULE. 1/ CV n 1 r1Tt-[ 1\L 1 I Y V 1 LJ O1 GYPSUM BOARD CEILING TO FOLLOW THE GLAZING ARCH. REFER TO WALL SECTION. OPROVIDE 3 1/2" MIN. THICK SOUND INSULATION BATTS ABOVE ACOUSTICAL CEILING TILES. 3O PROVIDE R-30 INSULATION BATTS ABOVE CEILING. 3/4" THICK LIGHT TEXTURED STUCCO OVER WIRE LATH ON 5/8" THICK O DENSGLASS SHEATHING. /"1' —GENERAL NOTES 1. PROVIDE CONTINUOUS CAULK JOINT BETWEEN CEILING GRID AND WALLS, TYPICAL. cnQE HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'RITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100 CONSTRUCTION DOCS. ISSUE DATE: 9-21 -1 1 Z LL.� rn _ W N W ,. J Lui 0 0 � 0 D 0 O CONTRACT DATE: MAY 6, 2011 W U � I 00 � M n �o zQ�� J W Z LL_ N JLu Z CLJ� UI O_ LOZ Z ��o W � o 0 • � o U o Z?=Z W � U � z � O REFLECTED CEILING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 z 0 a U W 0 SHEET N0. A3.1 ROOF PLAN SCALE: 1/8"=V-0" KVVr t'/A1k rl UCl/AIL FRAME OP'G WIDTH OVER ALL —\ POSI—FLASH FLASHING SYSTEM OVER ALL FRAME OP'G LENGTH LOCK STRIKE & PADLOCK HASP FRAME W/ CAPFLASHING (corners full welded) ELEVATION 3j' GASKET (all around cover) SECTION NEOPRENE GASKET INSIDE & OUTSIDE HANDLES W/ PADLOCK HASPS —COVER 1" THICK FIBERGLASS COVER INSULATION — PINTLE HINGE LIFTING MECHANISM WL REINFORCED COMPOSIIItt TUBES AND ELECTROCOATED COMPRESSION SPRINGS 1" RIGID FIBERBOARD INSULATION ROOF PLAN GENERAL NOTES 1. UNDER SIDE OF PARAPET CAP FLASHING SHALL BE PRIMED. 2. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED ON THE DRAWINGS OR SPECIFICATIONS. 3. REFER TO PROJECT SPECIFICATION MANUAL FOR SEALANT SPECIFICATIONS. 4. ALL SHEET METAL FLASHING SHALL BE 24 GAUGE MINIMUM UNLESS NOTED OTHERWISE. 5. COVERING MATERIALS SHALL BE U.L. LABEL WITH FIRE EXPOSURE CLASS "A". SEE SPECIFICATIONS. 1/1-v A1t1Trf^ MF- I M J I LJ 0 ROOF CRICKET. O2 OVERFLOW SCUPPER, REFER TO DETAIL ON SHEET A3.3. (NO DOWNSPOUT) O3 SCUPPER, REFER TO DETAIL ON SHEET A3.3. O4 EXHAUST FAN WITH ROOF MOUNTING CURB. 0 2 -PLY MODIFIED BITUMEN ROOF SYSTEM. SEE ROOFING SPECIFICATION THIS SHEET. O6 ROOF FIELD FASTENERS - ZONE 1. 7O WITHIN 10'-0" OF EDGE FASTENERS - ZONE 2. D10'-0"x10'-0" CORNER AREA FASTENERS - ZONE 3. O9 5"x 5" SQ. 22 GA. PAINTED GALVANIZED STEEL DOWNSPOUT. S ROOF TOP CONDENSING UNIT WITH ROOF MOUNTING CURB. 11 BILCO TYPE "S" ROOF SCUTTLE OR EQUAL WITH PERMANENT LADDER BELOW FOR ACCESS TO ROOF TOP EQUIPMENT. 12 HANOVER ROOF TRAFFIC PADS OR EQUAL. 13 PRIMARY AND SECONDARY ROOF DRAINS, REFER TO DETAIL ON SHEET A3.5. G EXHAUST VENT W/ROOF CURB. 15 MECHANICAL ROOF -TOP UNITS, REFER TO MECHANICAL DRAWINGS. GPVC CONDENSATE LINE TO ROOF DRAIN. 17 EXHAUST FAN W/ROOF CURB. GMECHANICAL CONTRACTOR SHALL MAINTAIN A MIN. DISTANCE OF 10'-0" BETWEEN OUTDOOR INLETS AND EXHAUST FAN OR PLUMBING ROOF VENTS. VERIFY EXACT LOCATION OF ROOF VENTS W/PLUMBING CONTRACTOR. GTYPICAL PLUMBING ROOF VENT, VERIFY EXACT LOCATION W/PLUMBING CONTRACTOR. nnn�Tw�n nnr/'.T rTfwATT/1A1 mvvrllvu 11vIV SERVICE AREA AND NEW CAR DELIVERY AREA ROOFING: CARLISLE 80 MIL SURE -WELD MECHANICALLY FASTENED TPO ROOFING SYSTEM OVER 3" ISO (R=19) MINIMUM ON SLOPED STEEL DECKING. ADMINISTRATION SALES AND PARTS AREA ROOFING: CARLISLE 80 MIL SURE -WELD MECHANICALLY FASTENED TPO ROOFING SYSTEM OVER TAPERED ISO, 3" (R=19) MINIMUM ON FLAT STEEL DECKING. UVVVIVJt'VU I C)vv I UC IH1L SQ. 22 GA. PAINTED a GALVANIZED STEEL DOWNSPOUT, REFER TO W ROOF PLAN FOR SIZE r Zwn� O SQ. 22 GA. PAINTED r7 GALVANIZED STEEL J TRANSITION CAP m GRADE Q PVC UNDER GROUND STORMWATER PIPE TO • ? PROPOSED STORM z Ld N SEWER SYSTEM, REFER Z TO ROOF DRAINAGE Z PLAN FOR SIZE THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CONTRACT DATE: MAY 6, 2011 z_ 0 V W In r Zwn� O r7 ~0)o � U Z Q cV r1_ ry LL W • ? v � z Ld N W Z Q Z Z J 0Q rL J O w53 00 W 0 rn V • � = 0 o Z zz W U z_ 0 W r O r7 ROOF PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A3.2 o -/"v ROOF DRAINAGE PLAN SCALE: 1/8"=l' -O' Eel Eel KEY NOTES O8" SCH. 40 PVC PIPE DOWN AGAINST WALL CORNER THEN THROUGH WALL BELOW SLAB ABOVE FOOTING. CONNECT TO STORM SEWER UNDERGROUND. O2 OVERFLOW SCUPPER, REFER TO DETAIL, (NO DOWNSPOUT). O SCUPPER, REFER TO DETAIL. O5"x 5" SQ. 22 GA. PAINTED GALVANIZED STEEL DOWNSPOUT. OPRIMARY AND SECONDARY ROOF DRAINS, REFER TO DETAIL. O PVC CONDENSATE LINE TO ROOF DRAIN, SIZED AS SHOWN. SLOPE DRAIN DOWN TOWARDS SCUPPER OR ROOF DRAIN A MINIMUM OF 1/8" PER FT. PROVIDE PIPE STANDS AT NO GREATER THAN 8 FT. O.C., U.O.N. PIPE STANDS SHALL BE SIMILAR TO "PILLOW -BLOCK" OR APPROVED EQUAL. O7 PRIMARY PVC ROOF DRAIN PIPING UNDER ROOF. OSECONDARY PVC ROOF DRAIN PIPING UNDER ROOF. OSTORM SYSTEM PIPE, REFER TO CIVIL DRAWINGS 10 TIE DOWNSPOUT INTO 8" PIPE THAT EXTENDS BELOW GROUND TO STORM SYSTEM PIPING 11 ZURN #Z199 DOWNSPOUT NOZZLE (OVERFLOW DRAINAGE PIPES). INSTALL APPROPRIATE FLASHING AND SEALANT TO PROVIDE A WATERTIGHT CONDITION. 12 MECHANICAL ROOF -TOP UNITS, REFER TO MECHANICAL DRAWINGS. 13 PLUMBING VENT THRU ROOF, TYP, PROVIDE A MINIMUM OF 10'-0" FROM ANY OUTDOOR AIR INTAKES. ROOF DRAIN DETAIL 4" DIA. ZURN-ZC-163-4NH-3E-GD DUCO CAST IRON BODY ROOF DRAIN APPROVED BY RIGID INSULATION PLY ROOF ROOFING MANUFACTURER. TAPERED TO INSTALL ACCORDING TO ROOF DRAIN MANUFACTURERS ROOF DECK RECOMMENDATIONS. L COMBINED�FLASHING CLAMP RAVEL STOP AND VERTICAL C.M.U. WALL STUCCO - UNDERDECK CLAMP WHEN SPECIFIED 4" DIA. SCHEDULE 40 PIPE PRIMARY DRAIN MTL. SCUPPER EDGE TO LAP CONC. MIN. 1" ELASTOMERIC SEALANT ON ALL SIDES 0 lu B.O. SCUPPER C.M.U. OPENING 10" — SECONDARY DRAIN P.T. 2X WOOD BLKING. MODIFIED BASE FLASHING SYSTEM 22 GA. G.I. SCUPPER FLASHING- SET PRIMED FLANGES INTO ROOF CEMENT OVER FIELD PLIES AND SCREW FLANGES TO ALL SUBSTRATE SURFACES USING APPROPRIATE FASTENERS SEAL CUT EDGES AT SCUPPER OPENING USING WOVEN GLASS FABRIC EMBEDDED INTO AND COVERED WITH FLASHING CEMENT ROOFING SYSTEM 22 GA. G.I. I CONDUCTOR BOX AND DOWNSPOUT 4---5"x 5" 22 GA. PAINTED GALV. 2" 8" STL. DOWNSPOUT (TYPICAL ALL DOWNSPOUTS) TYPICAL SCUPPER SECTION . NOT TO SCALE RIGID INSULATION NOTE: ALL FLASHING SEAMS TO BE SOLDERED THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -1 1 CONTRACT DATE: MAY 6, 2011 ROOF DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A3.3 U W j r r Z — 00I r nw V T � a)o � o Ci ZQ�� ryv W z LL_ Z Lj N W Z Q Z LLi - z �� �— V CL Q J O ul- Z w r o 0 • 0 o V Z Z — = z �y Lu Lu o C/) z W d' r O ROOF DRAINAGE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A3.3 sAL 28' SA_LES PAAPE v 28 = 0" I I I 1 1 I I I I I I t 1ST FLOOR T.O.. FTG. n 1 2 BUILDING SECTION A4.0 SCALE: 1/8" = 1'-0" 1 2 3 4A 4D 5 6 7 I I I I I I I I (-3--� BUILDING SECTION A4.0 SCALE: 1/8" = 1'-0" 4 BUILDING SECTION A4.0 SCALE: 1/8" = 1'-0" 2 A4.3 _ SERV. PARAPETT 26'- 8" _ — 1 ST FLOOD 0' _70" ll T.O. FT_ G.1 -2'- 0" – _SERV. PARAPET 26'- 8" 4 A4.4 T.O. SERV. DR. PARAPET� 22'- 0" 4 A4.5 1ST FLOORR 0' - 0" T.O_FTG._�1 -2'- 0" 1 1ST FLOOR A-\ 0'-0-0" V T.O_ TG. OIL1 -2 - 0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 (n Z O (n W rY uj Ld W N Li ca >m ItILS 'f� Q I ; s i i c s O O co I uj ca ctJ a 0 0 D CONTRACT DATE: MAY 6, 2011 co W Z rn o U ^ U � N Z Q �z W Z W w Z z Q J CL J �r o Z = Zg0)o w0 0 C� >- Z Z z = Z U) w 0 BUILDING SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.0 4A 4B 4D 4C 5 Z 0 U W O 2 3 4A 4B 4D 4C 5 1 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" T.O. SERV. DR. PARAP_�1 22' 1-i 1 ST FLOG_ 0' _0 1 _ — - T.O.. FTG._ -2' - 00" D C 3 4A 4B 4D 4C 5 2 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" 1 A4.7 1STFLOQ04 1 ST FLOOR-, we __\V 3 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" 4 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" _ — _1 ST FLOO� 0' - 0" I I I I I I I I I 5 I I I I �.-._•�• I A4.7 I I i I I I I I j j • - � I I I I i I I I A4.7 I I A4.8 I I 2 t I I� I I I I qa I I I I I I I I I I I I I I 5 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" A SALES PARAP& ET - j 28' - o" �1 I I I I I I I I I I I I I 3 I A4.8 I I I 1 ST FLOOR I 1 6 BUILDING SECTION A4.1 SCALE: 1/8" = 1'-0" _ 1 ST FLOO 0' - 0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 –1 1 Z O N rn �I >0 W N G w� J � Q J F- • O �w O I uj CIS V C O 0 a 0 CONTRACT DATE: MAY 6, 2011 CO Lo Z Lu00 .. _ 0 Z Q LLIw z LL. w Z z Q 0 Z CL J� Ur o Z = Lo Z c o W 0 0 • 0 U�, Z Z z = w a Z � v(J' _ I W O BUILDING SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET N0. A4.1 0 U W O 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 CONTRACT DATE: MAY 6, 2011 c0 U W cr- � Lr) r � L I SECTION KEYNOTES w � 0) ^ O U Z Q N � N W z 01 CONC. FOOTING, REFER TO STRUCTURAL DWGS.. LV z Z Gi Z CL Q J V1 C O2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. z W r- o O • = O O Z z O3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. ry W 07 U ^ z LL. O12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. O O1/2" THK. CONTINUOUS EXPANSION BOARD. OCONC. FILL ALL CMU BELOW GRADE, TYP. OOVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. 24 22 22 24 O8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. EL.= 28'-0" A.F.F. T.O. WALL 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 10 21 10 (' 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 21 14 DOOR PER SCHEDULE. 8 \ 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 16 19 20 18 20 18 20 \ 19 18 20 16 21 16 17 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 18 METAL DECK, REFER TO STRUCTURAL DWGS.. I I 19 19 CONTINUOUS INSULATION CANT STRIP. ! LEELi ! 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF EL.= 24'-0" A.F.F. 16 20 18 PLAN. T.O. BEAM ° : ° 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. ° oll 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x a ° d ° , ' 8 LONG ANCHOR BOLTS CSD 32 O.C. MAX. c IV _ 17 ° ° 17 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL G L DWGS. 13 ° 13 c 24 PRE—FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. d 15 15 ° 15 15 25 STEEL ANGLE ASSEMBLY—SIZES VARY—SEE STRUCTURAL ° 13G 15 \\_015 °26 O ACM PANEL OVER DRY—LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. a 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 5/8" GYPSUM BOARD OVER 1 1/2% 22 GA 'Z' FURRING CHANNELS ® 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO 29 ° WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 15 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN DWGS.. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 13 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. -z' .c. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8% 20CA MTL. STUD FRAMING ® 16 O.C. • 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN &WALL TYPES. 28 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS. A4.8 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. j 39 ACM CEILING ON 600 162-43 JOIST ® 12" O.C. W/ 2 LAYERS OF 5/8" 39 GYP. BD. ON TOP OF JOISTS. r 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM 10 STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL—TAPE IN ALUMINUM JOINTS. 43 CLEAR ANODIZED .064 GAGE ALUMINUM FASCIA WITH PROV41 DOWN CLEATSS AND CONCEA ED JOINT.CURVED HOLD—DOWN j 44 PROVIDE CONTINUOUS (NON—SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED e HIGH—DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE 0 8 8 INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK—TO—BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. i ! ! i i ! xx ! T-, k hr; y} tx i 35 35 X� I h• I x�\ i r: Yom-_ r� T� 29 r � � 2 EL= 0'-0" EL.= 0'-0" >? FIN. FLOOR EL.= 0'-0" FIN. FLOOR FIN. FLOOR FIN. FLOOR (: O° ° C ° 3 ° c ° ° ° G c 5 L L°° ° C ° [, ° G d 2 ° d C [ c 1 ° ° ° C ° a C G c• ° ° 2 4 ° c G C 2 5 4 °. 5 ° ° 2 4 ° °. L c 2 5 4 5 2 ° d 6 6 1 4 c G �. c c. °. c. d c . cG ° G C ° G ° C G c THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 1 WALL S ECTIO N 2 WALL S ECTIO N WALL S ECTIO N WALL S ECTIO N 3 4 SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SCALE: 3/4"=1'-0" SCALE: 3/4"=1'—O" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND IL PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.2 c0 U W cr- � Lr) r � L I � w � 0) ^ O U Z Q N � N W z vZ LL. w N LV z Z Gi Z CL Q J V1 C J O S ,°n° z W r- o O • = O O Z z Z ry W 07 U ^ z LL. O WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.2 1 WALL SECTION SCALE: 3/4"=1'-0" 2 WALL SECTION SCALE: 3/4"=1'-0" D;A ALLSECTION LE: 3/4"=1'-0" )=nALL SECTION E: 3/4"=1'-0" C Cr`TTnKl IICVAIr1TCC V L_ N/ 1 i \J I Y 1\ L_ I I V VJ 1 L_ %a 0 CONC. FOOTING, REFER TO STRUCTURAL DWGS.. O2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS. O3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. O12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. O1/2" THK. CONTINUOUS EXPANSION BOARD. OCONC. FILL ALL CMU BELOW GRADE, TYP. OOVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 18 METAL DECK, REFER TO STRUCTURAL DWGS.. 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS ® 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL 26 ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'Z' FURRING CHANNELS ® 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN DWGS. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING @ 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 39 ACM CEILING ON 600 162-43 JOIST ® 12" O.C. W/ 2 LAYERS OF 5/8" GYP. BD. ON TOP OF JOISTS. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANU RATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 z 0 L rn o w�� z o Q J r 0 Lc �w 0 rr�^ v, I uj ca .0 O D O D CONTRACT DATE: MAY 6, 2011 • Lu L0 V I z 00M n� rn 0 V z Q A/ `J z LLLLL z N z Z z Q J g C -k3 0 L0 Z = Zgco W 0 0 � o Z z =z �z:LL- 0 n WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.3 z 0 a U W 0 0 r SECTION KEYNOTES 01 CONC. FOOTING, REFER TO STRUCTURAL DWGS.. O2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. O3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. 40 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. O5 1/2" THK. CONTINUOUS EXPANSION BOARD. O6 CONC. FILL ALL CMU BELOW GRADE, TYP. O7 OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O8 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. 24 22 22 24 90 8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL 22 24 DWGS. FOR BEAM POCKET DETAILS. 10 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 10 - - 14 DOOR PER SCHEDULE. 21 21 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 8 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 10 8 I 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 19 20 18 18 20 19 METAL DECK, REFER TO STRUCTURAL DWGS.. 21 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF Lij PLAN. 19 20 18 29 !` 21 O FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. 21 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x V: 8" LONG ANCHOR BOLTS ® 32" O.C. MAX. d� c TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL =` DWGS. 18 20 r 24 PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. G G ° 13 a - ;; — _ 18 20 19 I 8 25 STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL 13 ° c! It — - - -- -- ---- - — 26 ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER a 15 15 L TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. i a 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 8 28 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'Z' FURRING CHANNELS ® 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 15 is G I 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN 4� DWGS.. >0<>44 < d 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. XX>15 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. 15 G C c G :2L 7 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. >00 I J.8 13 133-5/8"x 20GA MTL. STUD FRAMING 16" O.C. A4 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. (4 3y§ O 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS. 45 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS.. 27 35 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 8 39 ACM CEILING ON 600 162-43 JOIST ® 12" O.C. W/ 2 LAYERS OF 5/8" 8 29 GYP. BD. ON TOP OF JOISTS. �^ 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. I 42 PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH 41 HOLD-DOWN CLEATS AND CONCEALED JOINTS. 8 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED 10 HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE l'o INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE 40 ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. i i 10 8 39 i Lig 0<X 37OCK 37 . 30 30 i li i 8 I' ! 8 I EL.= 0 -0" EL.= 0'-0" 2 EL.= 0'-0" EL.= 0'-0" FIN. FLOOR FIN. FLOOR FIN. FLOOR FIN. F�OOR O G G ° a ° L a c a L, a L G G G a L G d L G d d • G L G O KXX O' 2 2 5 2 G d� 4\__o 2 5 4 1 4 4 1 4 4 1 6 6 6 6 1 4 a d c ° a c G G L Q L a c G d c G ° d G c e ° a [ G G c ° c G ° a e ° .< G ,G c G WALL S ECTIO N ^� WALL S ECTIO N LLSECTION WALL SECTION THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF (D=!A SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" E: 3/4"=1'-0" SCALE: 3/4"=1'-0" COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. i 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 ari c 2 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.4 c� U W j —LuM� � I 0c)� � r n� V — u o)o U Z ¢ r - N W z �. IJi_ z w W z Q z 0 J n CL O_ v00 Z Z L0 L0 W 0j o o 0 (1� vC� • o o Z ? = z vi a o Z U- LLJ0 po WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.4 &=nA LLSECTION E: 3/4"=1'-0" 2 WALL SECTION SCALE: 3/4"=1'-0" 3 WALL SECTION SCALE: 3/4"=1'-0" 4 WALL SECTION SCALE: 3/4"=1'-0" C C r`T T r1 A l 1/ CV A I r1T C [` N.-J1_v 1 AVIV 1\L 1 114V 1 L_ *-17 01 CONC. FOOTING, REFER TO STRUCTURAL DWGS.. O2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS. O3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. O4 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. (5 1/2" THK. CONTINUOUS EXPANSION BOARD. OCONC. FILL ALL CMU BELOW GRADE, TYP. OOVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS., 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS.. 18 METAL DECK, REFER TO STRUCTURAL DWGS.. 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS @ 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE—FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY—SIZES VARY—SEE STRUCTURAL 26 ACM PANEL OVER DRY—LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'Z' FURRING CHANNELS @ 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN DWGS.. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING @ 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS.. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 39 ACM CEILING ON 600 162-43 JOIST @ 12" O.C. W/ 2 LAYERS OF 5/8" GYP. BD. ON TOP OF JOISTS. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL—TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD—DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON—SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH—DENSITY BOARD OVER R-19 RIGID POLYI SOCYAN U RATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK—TO—BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.5 cfl U Lu Lr) Z L°' 4 o _ ' ^ _ o I Z Q 04 r- ry W ? J `` Z V) W Z LLI zCLz g 0 J C) J� O =`0 Z�co Lu T O rn V • z = O O Z Zcr_ vi O VJ � O WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.5 WALLS ECTIO N SCALE: 3/4"=1'-0" 2 WALL S ECTIO N SCALE: 3/4"=1'-0" 3 WALL SECTION SCALE: 3/4"=1'-0" 4 WALL SECTION SCALE: 3/4"=1'-0" SECTION KEYNOTES 1 01 CONC. FOOTING, REFER TO STRUCTURAL DWGS. O2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. O3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. O4 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. O1/2" THK. CONTINUOUS EXPANSION BOARD. OCONC. FILL ALL CMU BELOW GRADE, TYP. OOVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS. 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 18 METAL DECK, REFER TO STRUCTURAL DWGS.. 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS ® 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE—FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY—SIZES VARY—SEE STRUCTURAL 26 ACM PANEL OVER DRY—LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2% 22 GA 'Z' FURRING CHANNELS ® 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN DWGS.. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8% 20GA MTL. STUD FRAMING @ 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS.. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 39 ACM CEILING ON 600 162-43 JOIST ® 12" O.C. W/ 2 LAYERS OF 5/8" GYP. BD. ON TOP OF JOISTS. 40 3'—B" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL—TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH 0 HOLD—DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON—SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH—DENSITY BOARD OVER R-19 RIGID POLYISOCYANU RATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK—TO—BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 z 0 Fn J � c� ui / z C3 o .V L 0 rr�^ �+J I uj� C J O L� 0 D CONTRACT DATE: MAY 6, 2011 LAJ L0 V � I r, z 00 � o (D � U Z Q �� Z W Z W W Ly Z Z Q - z CL J Aj UI O 4 = ul z z -� W °' r 0 O z � Z z - W � U z CnLLJ O n WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET NO. A4.6 z 0 U In 0 0 )!ALL SECTION E: 3/4"=1'-0" 2 WALL SECTION SCALE: 3/4"=1'-0" 3 WALL SECTION SCALE: 3/4"=1'-0" c EL.= 0'-0" FIN. FLOOR 4 WALL SECTIO N SCALE: 3/4"=1'-0" 101 5 WALL SECTION SCALE: 3/4"=1'-0" SECTION KEYNOTES 1 OCONC. FOOTING, REFER TO STRUCTURAL DWGS.. O2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. O3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. 4O12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. O5 1/2" THK. CONTINUOUS EXPANSION BOARD. O6 CONC. FILL ALL CMU BELOW GRADE, TYP. 0 OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O8 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O9 8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 18 METAL DECK, REFER TO STRUCTURAL DWGS. 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS @ 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE—FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY—SIZES VARY—SEE STRUCTURAL 26 ACM PANEL OVER DRY—LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'Z' FURRING CHANNELS @ 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN DWGS. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING @ 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 39 ACM CEILING ON 600 162-43 JOIST @ 12" O.C. W/ 2 LAYERS OF 5/8" GYP. BD. ON TOP OF JOISTS. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL—TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD—DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON—SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH—DENSITY BOARD OVER R-19 RIGID POLYISOCYANU RATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK—TO—BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CONTRACT DATE: MAY 6, 2011 c P G dQ 4 WALL SECTIO N SCALE: 3/4"=1'-0" 101 5 WALL SECTION SCALE: 3/4"=1'-0" SECTION KEYNOTES 1 OCONC. FOOTING, REFER TO STRUCTURAL DWGS.. O2 CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. O3 CONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. 4O12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. O5 1/2" THK. CONTINUOUS EXPANSION BOARD. O6 CONC. FILL ALL CMU BELOW GRADE, TYP. 0 OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O8 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O9 8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS.. 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS.. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS. 18 METAL DECK, REFER TO STRUCTURAL DWGS. 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS @ 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE—FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY—SIZES VARY—SEE STRUCTURAL 26 ACM PANEL OVER DRY—LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'Z' FURRING CHANNELS @ 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN DWGS. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING @ 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 39 ACM CEILING ON 600 162-43 JOIST @ 12" O.C. W/ 2 LAYERS OF 5/8" GYP. BD. ON TOP OF JOISTS. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL—TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD—DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON—SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH—DENSITY BOARD OVER R-19 RIGID POLYISOCYANU RATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK—TO—BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEEF NO. A4.7 Lo Z —�cy)o 'R � Z Q 04 0 QU Q ryv W z Z N W z >U Q Z 0 J . � 1"1 J O_ -d 00 t.J Z US L0 W r O O = Z z Z W 07 U QD LL LLLJ O po WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEEF NO. A4.7 G O EL.= 0'-0" FIN. FLOOR il a C 2 5 5 2 4 1 4 6 L a c G C L G G &=nA LLSECTION E: 3/4"=1'-O" 2 WALLS ALL SECTION SCALE: 3/4"=1'-0" 3 WALL SECTION SCALE: 3/4"=1'-0" ENLARGED WINDOW HEAD SECTION SCALE: 3"=1'-O" SECTION KEYNOTES 0 CONC. FOOTING, REFER TO STRUCTURAL DWGS.. 2O CONC. SLAB ON GRADE, REFER TO STRUCTURAL DWGS.. OCONC. APRON/SIDEWALK, SEE FLOOR PLAN & STRUCTURAL DWGS. 0 12 MIL. MEMBRANE VAPOR BARRIER. SEAL TO FOUNDATION WALL. 5O 1/2" THK. CONTINUOUS EXPANSION BOARD. 6O CONC. FILL ALL CMU BELOW GRADE, TYP. 7O OVERHEAD COILING METAL DOOR (INSULATED). REFER TO DOOR SCHEDULE. O8 12" CMU, REFER TO WALL TYPES ON SHEET A5.2. O9 8" CMU, REFER TO WALL TYPES ON SHEET A5.2. 10 CONC. FILLED K.O. CMU. REFER TO STRUCTURAL DWGS. 11 CONTINUOUS FOAM INSULATION IN CMU CELLS NOT CONC. FILLED. 12 INDICATES BEARING POCKET IN CONC. BEAM . REFER TO STRUCTURAL DWGS. FOR BEAM POCKET DETAILS. 13 POURED CONC. BEAM, REFER TO STRUCTURAL DWGS.. 14 DOOR PER SCHEDULE. 15 STEEL BAR JOIST, REFER TO STRUCTURAL DWGS. 16 CONT. STEEL ANGLE, REFER TO STRUCTURAL DWGS. 17 STEEL JOIST BEARING PLATE, REFER TO STRUCTURAL DWGS.. 18 METAL DECK, REFER TO STRUCTURAL DWGS. 19 CONTINUOUS INSULATION CANT STRIP. 20 MEMBRANE TYPE ROOFING SYSTEM OVER RIGID INSULATION. SEE ROOF PLAN. 21 FULLY ADHERED ROOFING MEMBRANE. EXTEND UP OVER PARAPET WALL. 22 P.T. 2x WD. TOP PLATE FOR NAILING ANCHORED IN C.M.U. W/ 1/2"0 x 8" LONG ANCHOR BOLTS ® 32" O.C. MAX. 23 TUBE STEEL FRAMING SUPPORT FOR STOREFRONT. SEE STRUCTURAL DWGS. 24 PRE -FINISHED ALUMINUM COPING. REFER TO EXTERIOR FINISH SCHEDULE. 25 STEEL ANGLE ASSEMBLY -SIZES VARY -SEE STRUCTURAL 26 ACM PANEL OVER DRY -LOCK MOISTURE BARRIER ON CMU WALL. REFER TO EXTERIOR ELEVATIONS & TYP. ACM DETAILS ON SHEET A5.6. 27 DOUBLE CURVED LARGE STOREFRONT WINDOW ASSEMBLY. 28 5/8" GYPSUM BOARD OVER 1 1/2"x 22 GA 'Z' FURRING CHANNELS ® 24" O.C. FASTEN 'Z' CHANNELS TO CMU W/ SUITABLE FASTENERS. REFER TO WALL TYPES. PLACE 1 1/2" RIGID INSULATION BETWEEN Z's. 29 3/4" STUCCO ON CMU WALL, REFER TO WALL TYPE AND FLOOR PLAN DWGS. 30 FINISHED CEILING. REFER TO CEILING FINISH SCHEDULE. 31 5/8" GYPSUM BOARD. REFER TO WALL TYPES & FINISH SCHEDULE. 32 CMU PILASTER, REFER TO STRUCTURAL DWGS. 33 3-5/8"x 20GA MTL. STUD FRAMING ® 16" O.C. 34 METAL STUD FRAMED WALL/PARTITION. SEE FLOOR PLAN & WALL TYPES. 35 STRUCTURAL STEEL COLUMN, REFER TO STRUCTURAL DWGS.. 36 STRUCTURAL STEEL BEAM, REFER TO STRUCTURAL DWGS. 37 PRECAST CONC. LINTEL, REFER TO STRUCTURAL DWGS. 38 WINDOW PER SCHEDULE. 39 ACM CEILING ON 600 162-43 JOIST ® 12" O.C. W/ 2 LAYERS OF 5/8" GYP. BD. ON TOP OF JOISTS. 40 3'-8" X 5'-0" ACCESS OPENING ABOVE CEILING, 3'-0" ABOVE DECK 41 STRUCTURAL TUBE AND BRACKET BRACE FOR EACH ALUMINUM STOREFRONT VERTICAL MEMBER. DOUBLE BOLT THROUGH MEMBER. 42 PROVIDE CONTINUOUS FOAM SEAL -TAPE IN ALUMINUM JOINTS. 43 PROVIDE CLEAR ANODIZED .064 GAGE ALUMINUM CURVED FASCIA WITH HOLD-DOWN CLEATS AND CONCEALED JOINTS. 44 PROVIDE CONTINUOUS (NON -SEAMED) CLEAR ANODIZED .064 GAGE ALUMINUM CURVED ROOF COVERING WITH ADHESIVE OVER 3/4" CURVED HIGH-DENSITY BOARD OVER R-19 RIGID POLYISOCYANURATE INSULATION OVER 1 1/2" METAL DECK PANELS WELDED TO AND SUPPORTED BY THE PAIRED BACK-TO-BACK 4"x4" ANGLE BRACE ASSEMBLY MEMBERS. 45 PROVIDE CURVED GYP. BD. CEILING ON 3/4" P.T. CURVED PLYWOOD ON CONTINUOUS 2x P.T. WOOD CURVED BLOCKING BOLTED TO BOTTOM OF THE STEEL ANGLE BRACE ASSEMBLIES. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 } Q CONTRACT DATE: MAY 6, 2011 WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.8 CO • ct� Z 00 n 1- U CA .. 0 o Z Q CV r- ry w z J `` LLJ V) IJJ z Q 0 Z g VI Z O co U-)Zg�0 W o • Z 0 o z Z W .o U Z LL_ U) W d - O WALL SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A4.8 DOOR, FRAME AND HARDWARE SCHEDULE MARK DOOR FRAME HDWR. SET FIRE RATING REMARKS SIZE MAT'L. ELEVATION MAT'L. ELEV 101 (PR) 3'0 x 9'-6" ALUM E ALUM SF 01 - 1 EA 102 (PR) 3'0 x 9'-6" ALUM E ALUM SF 11 - 0 2EA N 8190-0 0 IVE 0 SURFACE CLOSER 689 105 (PR) 4'0 x 8'0 ALUM E ALUM SF 01 - W N 106 3'-6" x 8'-0" GLASS K GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 107 3'-6" x 8'-0" GLASS K GLASS - 14 - TEMPERED GLASS SLIDING DOOR, 5 630 IVE 1EA PASSAGE LATCH ND10S RHO 626 SCH 1EA SURFACE CLOSER 108 S-0" x 8'-0" SCWD A HM 1 08 - 3EA SILENCER SR64 GRY IVE 3EA SILENCER SR64 GRY IVE Hardware Group No. 07 (Office door with closer) 119 3'-0" x 8"-0" HM B HM 2 12 - EXTERIOR; PANIC HARDWARE; INSULATED 3EA HINGE 51361 4.5 X 4.5 652 IVE 1EA CLASSROOM LOCK ND70PD RHO 626 SCH 1EA 120A 3'-6" x 8'-0" GLASS J - - 14 - TEMPERED GLASS SWINGING DOOR 120B 10'-0" x 10'-0" OH DR M MTL - 14 SECTIONAL GLASS & STEEL DOOR, 7 120C (2)4'-6" x 8'-0" GLASS (2) K - - (2) 14 - (2) TEMPERED GLASS SLIDING DOORS, 5 121 3'-0" x 8'-0" SCWD A ALUM SF 07 - 122 3'-0" x 8'-0" SCWD A ALUM SF 07 - 123 3'-0" x 8'-0" SCWD A ALUM SF 07 - 124 S-0" x 8'-0" SCWD A HM 1 07 - 125A 3'-0" x 8'-0" SCWD B HM 1 06 - 1256 3'-0" x 8'-0" SCWD B HM 1 06 - 126 3'-0" x 8'-0" SCWD B HM 1 06 - 127 3'-0" x 8'-0" SCWD A HM 1 04 - 128 3'-0" x 8'-0" SCWD A HM 1 04 - 129 3'-0" x 8'-0" SCWD A HM 1 05 - 130 S-0" x 8'-0" SCWD A HM 1 10 - 133 S-0" x 8'-0" SCWD A HM 1 05 - 134A S-0" x 8'-0" SCWD A HM 1 06 - 134B S-0" x 8'-0" SCWD A HM 2 05 1 1/2 HR 135A S-0" x 7'-0" HM A HM 2 03 - EXTERIOR; PANIC HARDWARE; INSULATED 135B 8'-0" x 10'-0" OH DR F MTL - 15 - COILING; INSULATED; MOTORIZED DOOR 136 S-0" x 7'-0" SCWD A HM 1 06 - 137A 4'-0" x 7'-0" SCWD B HM 1 05 - 137B (PR) SO x 7'0 SCWD H HM 2 13 - 138 3'-0" x 7'-0" SCWD A HM 1 05 - 139A (PR) SO x 8'0 ALUM E ALUM SF 11 - 139B S-0" x 8'-0" HM A HM 2 03 - EXTERIOR 139C 12'-0" x 10'-0" OH DR M MTL 14 SECTIONAL GLASS & STEEL DOORS, 7 139D 12'-0" x 10'-0" OH DR L MTL 14 COILING; VISION PANEL; MOTORIZED DOOR, 7 140 3'-0" x 8'-0" ALUM D ALUM SF 09 - 141 3'-0" x 8'-0" ALUM D ALUM SF 09 - 142 3'-0" x 8'-0" ALUM D ALUM SF 09 - 143 3'-0" x 8'-0" ALUM D ALUM SF 09 - 144 S-0" x 8'-0" ALUM D ALUM SF 09 - 145 3'-0" x 8'-0" ALUM D ALUM SF 09 - 146A S-0" x 7'-0" HM A HM 2 03 - EXTERIOR; INSULATED 146B S-0" x 7'-0" HM A HM 2 03 - EXTERIOR; INSULATED 146C 16'-0"x 12'-0" OH DR F MTL - 14 HIGH SPEED; STEEL COILING DOORS, 7, 4 146D 3'-0" x 7'-0" HM A HM 2 03 - EXTERIOR; INSULATED 149 3'-0" x 7'-0" SCWD A HM 2 04 - 150 3'-0" x 7'-0" SCWD A HM 2 08 - 151 3'-0" x 7'-0" SCWD B HM 2 05 - 152A S-0" x 7'-0" HM A HM 2 02 - EXTERIOR; INSULATED 152B 12'-0" x 10'-0" OH DR L MTL - 14 - COILING; VISION PANEL; MOTORIZED DOOR, 7 153A 3'-0" x 7'-0" HM A HM 2 03 - EXTERIOR; INSULATED 153B 12'-0" x 10'-0" OH DR L MTL - 14 - COILING; VISION PANEL; MOTORIZED DOORS, 7 154 3'-0" x 7'-0" SCWD A HM 4 03 - 155 3'-0" x 7'-0" SCWD A HM 2 03 - 156 S-0" x 7'-0" SCWD A HM 2 10 - 158 (PR) SO x 7'0 HM H HM 2 13 - EXTERIOR; INSULATED 159 3'-0" x 7'-0" HM A HM 2 03 - EXTERIOR; INSULATED NOTES 1. WOOD DOORS ARE TO BE STAIN GRADE. 2. HOLLOW METAL DOOR FRAME PAINT SHALL BE SEMI -GLOSS FINISH. 3. ALL ALUMINUM DOOR AND FRAME FINISHES SHALL BE CLEAR ANODIZED, U.O.N. 4. DOORS 146C, HAVE RYTEC PREDADOOR - HIGH SPEED DOOR SYSTEM W/ MOTION DETECTOR. 5. SLIDING DOORS: PROVIDE FRAMELESS GLASS DOORS WITH BOTTOM ROLLING WHEELS IN THE PLANE OF THE 1/2" TEMPERED GLASS SIMILAR TO THAT BY SPECIALTY DOORS MODEL "TERRA -M" (CONTACT ADAM GROSS 1-866-815-8151) PROVIDE SOFTSTOP-SYSTEM CONCEALED IN HEAD FOR BOTH EXTREMES OF TRAVEL. PROVIDE FLOOR TRACK SCREWED TO FLOOR. PROVIDE CONTINUOUS BLOCKING AND BRACING ABOVE GYPSUM BOARD SOFFIT TO TAKE OUT THE SHOCK OF THE OVERHEAD DOOR STOPS. 6. ALL DOOR HANDLES SHALL BE LEVER TYPE IN CONFORMANCE W/ ANSI 117.1, LATEST EDITION. 7. OVERHEAD DOORS SHALL HAVE LOCKING DEVICE WITH KEYED CYLINDER. 2" SEE 2" SCHED. x N ELEV - 1 2" SEE 2" SCHED. U v7 ELEV - 2 ELEV - 3 ELEV - 4 N ❑ w _ U v7 w w N FRAME TYPES NOT TO SCALE * MOUNTING LOCATION FOR SIGN SHALL BE SO THAT A PERSON MAY APPROACH WITH -IN 3" OF SIGN W/O ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITH -IN THE SWING OF THE DOOR. TYP. H.C. SIGN MOUNTING DETAIL NOT TO SCALE UVVI-C ICLCV/AI IVIVJ SEE SCHED. ELEV - H PIHfCUvv/AKc Jl nr_UULC FINISH HARDWARE EE SCHED 2 8 2/8" ELEV - D SEE SCHED. 4" EQ. EQV Lo L,. 4" 4 4 EE SCHEDro, EE SCHED W W C) a V) w w V) ELEV - J ELEV - K ACCEPTABLE MANUFACTURERS A. To the greatest extent possible, obtain each kind of hardware from one manufacturer only. B. All numbers and symbols used herein have been taken from the current catalogues of the following manufacturers. ACCEPTABLE MANUFACTURER SUBSTITUTE Hinges: Hager, Bommer, Stanley Locks & Latches: Schlage, Falcon Cylinders, Keys, Keying: Schlage, Falcon Exit Devices: Von Duprin, Dor-O-Matic, Monarch Door Closers: LCN, Norton OH Stops/Holders: Glynn Johnson, Rixson Wall Stops/Floor: Ives, G -J, Rockwood Kick Plates: Ives, Rockwood Threshold/ Weather-strip: Pemko, National Guard Silencers: Ives, G -J, Rockwood Key Cabinet: Lund Key Control FINISH OF HARDWARE: Exterior Hinges to be Stainless Steel (32D) and Interior hinges to be Satin Chrome (26D) Door Closers to be Aluminum, Locks to be Satin Chrome (26D). Exit Devices to be Satin Chrome (26D). Overhead Holders to be Satin Chrome (26D), Stainless Steel (32D) and the Thresholds to be Mill Finish Aluminum. HINGES AND PIVOTS: A. Exterior butts shall be Stainless Steel. Butts on all out swinging doors shall be furnished with non -removable pins (NRP). B. Interior butts shall be as listed. KEYING: All locks and cylinders shall be Schlage Lock Company. All bittings shall be issued by lock manufacturer in order to create a grand master key system. All locks and cylinders to be construction master keyed in a manner that does not require the cylinders to be removed. Provide Two (2) each change keys per lock and Six (6) each construction master keys. LOCKSETS: Locksets shall be Commercial Grade 1 Cylindrical type, unless specified otherwise, in "ND" series, RHO design as manufactured by Schlage. 1. Acceptable substitutions: Falcon T - series EXIT DEVICES: All devices shall be Von Duprin 98 Series in types and functions specified. All devices must be listed under "Panic Hardware" in accident equipment list of Underwriters Laboratories. All labeled doors with "Fire Exit Hardware" must have labels attached and be in strict accordance with Underwriters Laboratories. All exit devices shall be tested to ANSI/BHMA A156.3 test requirements by a BHMA certified testing laboratory. A written certification showing successful completion of a minimum of 1,000,000 cycles must be provided. All surface strikes shall be roller type and come complete with a plate underneath to prevent movement. And shall be provided with a dead -latching feature to prevent latchbolt tampering. 1. Acceptable Substitutions: Dor-O-Matic 1690 ' o w _ U 0 w N • I ELEV - E Hardware Group No. 01 (Aluminum exterior pair) Provide each PR door(s) with the following: ELEV - L SEE SCHED. ELEV - F SEE SCHED. Quantity Description 100 SQ. INCHES IN Finish Mf 2EA CONTINUOUS HINGE 112HD RATED DOORS IVE EE SCHED PANIC HARDWARE EE SCHED 628 EE SCHED 1 EA 4" 4" 1694NL-P 628 DOP 1 EA RIM CYLINDER 20-057-ICX 626 SCH W/ CORE ONLY 0 / 0 2EA N 8190-0 0 IVE 0 SURFACE CLOSER 689 U) 2EA DOME STOP FS438 W N IVE W � WEATHERSTRIP (Furnished under section 08400) W N 1EA THRESHOLD 896V AL NGP Hardware Group No. 02 (Interior Passage Set) ELEV - A KICK PLATE 8400 10" X 2" LDW 4, ELEV - B IVE ELEV - C Quantity SEE SCHED. ELEV - H PIHfCUvv/AKc Jl nr_UULC FINISH HARDWARE EE SCHED 2 8 2/8" ELEV - D SEE SCHED. 4" EQ. EQV Lo L,. 4" 4 4 EE SCHEDro, EE SCHED W W C) a V) w w V) ELEV - J ELEV - K ACCEPTABLE MANUFACTURERS A. To the greatest extent possible, obtain each kind of hardware from one manufacturer only. B. All numbers and symbols used herein have been taken from the current catalogues of the following manufacturers. ACCEPTABLE MANUFACTURER SUBSTITUTE Hinges: Hager, Bommer, Stanley Locks & Latches: Schlage, Falcon Cylinders, Keys, Keying: Schlage, Falcon Exit Devices: Von Duprin, Dor-O-Matic, Monarch Door Closers: LCN, Norton OH Stops/Holders: Glynn Johnson, Rixson Wall Stops/Floor: Ives, G -J, Rockwood Kick Plates: Ives, Rockwood Threshold/ Weather-strip: Pemko, National Guard Silencers: Ives, G -J, Rockwood Key Cabinet: Lund Key Control FINISH OF HARDWARE: Exterior Hinges to be Stainless Steel (32D) and Interior hinges to be Satin Chrome (26D) Door Closers to be Aluminum, Locks to be Satin Chrome (26D). Exit Devices to be Satin Chrome (26D). Overhead Holders to be Satin Chrome (26D), Stainless Steel (32D) and the Thresholds to be Mill Finish Aluminum. HINGES AND PIVOTS: A. Exterior butts shall be Stainless Steel. Butts on all out swinging doors shall be furnished with non -removable pins (NRP). B. Interior butts shall be as listed. KEYING: All locks and cylinders shall be Schlage Lock Company. All bittings shall be issued by lock manufacturer in order to create a grand master key system. All locks and cylinders to be construction master keyed in a manner that does not require the cylinders to be removed. Provide Two (2) each change keys per lock and Six (6) each construction master keys. LOCKSETS: Locksets shall be Commercial Grade 1 Cylindrical type, unless specified otherwise, in "ND" series, RHO design as manufactured by Schlage. 1. Acceptable substitutions: Falcon T - series EXIT DEVICES: All devices shall be Von Duprin 98 Series in types and functions specified. All devices must be listed under "Panic Hardware" in accident equipment list of Underwriters Laboratories. All labeled doors with "Fire Exit Hardware" must have labels attached and be in strict accordance with Underwriters Laboratories. All exit devices shall be tested to ANSI/BHMA A156.3 test requirements by a BHMA certified testing laboratory. A written certification showing successful completion of a minimum of 1,000,000 cycles must be provided. All surface strikes shall be roller type and come complete with a plate underneath to prevent movement. And shall be provided with a dead -latching feature to prevent latchbolt tampering. 1. Acceptable Substitutions: Dor-O-Matic 1690 ' o w _ U 0 w N • I ELEV - E Hardware Group No. 01 (Aluminum exterior pair) Provide each PR door(s) with the following: ELEV - L SEE SCHED. ELEV - F SEE SCHED. Quantity Description Model Number Finish Mf 2EA CONTINUOUS HINGE 112HD 313 IVE 1 EA PANIC HARDWARE 1691 DT 628 DOP 1 EA PANIC HARDWARE 1694NL-P 628 DOP 1 EA RIM CYLINDER 20-057-ICX 626 SCH 1 EA CORE ONLY 23-030 626 SCH 2EA OFFSET DOOR PULL 8190-0 630 IVE 2EA SURFACE CLOSER 1461 689 LCN 2EA DOME STOP FS438 626 IVE 1 SET WEATHERSTRIP (Furnished under section 08400) B/O 1EA THRESHOLD 896V AL NGP Hardware Group No. 02 (Interior Passage Set) 1EA KICK PLATE 8400 10" X 2" LDW Provide each SGL door(s) with the following: IVE 1EA Quantity Description Model Number Finish Mfr 3EA HINGE 56131 4.5 X 4.5 NRP 630 IVE 1EA PASSAGE LATCH ND10S RHO 626 SCH 1EA SURFACE CLOSER 1461 689 LCN 1EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Hardware Group No. 03 (Hollow metal exterior door) Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA CLASSROOM LOCK ND70PD RHO 626 SCH 1 EA SURFACE CLOSER 1461 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA DOME STOP FS438 626 IVE 1SET SEALS 5050B BRN NGP 1EA DRIP CAP 16A AL NGP 1EA THRESHOLD 896V AL NGP Hardware Group No. 04 (Public toilet) Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr 3EA HINGE 5661 4.5 X 4.5 652 IVE 1 EA PUSH PLATE 820ORC 8"X 16" 630 IVE IV 1 EA PULL PLATE 8305-ORC 4"X 16" 630 IVE 1 EA SURFACE CLOSER 1461 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Hardware Group No. 05 (Service door) B/O 1EA Provide each SGL door(s) with the following: AL NGP Quantity Description Model Number Finish Mfr 3EA HINGE 5BB1HW 4.5 X 4.5 652 IVE 1EA CLASSROOM LOCK ND70PD RHO 626 SCH 1EA SURFACE CLOSER 1461 689 LCN 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Hardware Group No. 06 (Office door) IVE 3EA Provide each SGL door(s) with the following: GRY IVE antity Description Model Number Finish Mfr 3EA HINGE 5PB1 4.5 X 4.5 652 IVE 1 EA CLASSROOM LOCK ND70PD RHO 626 SCH 1EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Hardware Group No. 07 (Office door with closer) DOP 1EA Provide each SGL door(s) with the following: 626 SCH Quantity Description Model Number Finish Mfr 3EA HINGE 51361 4.5 X 4.5 652 IVE 1EA CLASSROOM LOCK ND70PD RHO 626 SCH 1EA SURFACE CLOSER 1461 689 LCN 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE 0 w 2 U V) w W Ln SEE SCHED. ELEV - G SEE SCHED. DDD ELEV - M Hardware Group No. 08 (Private toilet) Finish Mfr Provide each SGL door(s) with the following: 652 IVE Quantity Description Model Number Finish Mfr 3EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA PRIVACY SET ND40S RHO 626 SCH 1 EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Hardware Group No. 09 (Single interior aluminum door) Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr 4EA HINGE 5661 4.5 X 4.5 652 IVE 1 EA Hookbolt Deadlock MS185OS-050 (Provide Backset) 628 ADA 1EA CYLINDER 20-061-ICX 626 SCH 1 EA CORE ONLY 23-030 626 SCH 1SET OFFSET DOOR PULL 8190-0-N 630 IVE 1EA SURFACE CLOSER 1461 689 LCN 1EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP Furnished under Section 08400 B/O 1EA THRESHOLD 896V AL NGP Hardware Group No. 10 (Janitor's closet) NGP 1EA DRIP CAP Provide each SGL door(s) with the following: AL NGP Quantity Description Model Number Finish Mfr 1EA HINGE 5BB1 4.5 X 4.5 652 IVE 1EA STOREROOM LOCK ND80PD RHO 626 SCH 1EA SURFACE CLOSER 1461 689 LCN 1EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1EA WALL STOP WS407CCV 630 IVE 3EA SILENCER SR64 GRY IVE Hardware Group No. 11 (Aluminum interior pair) SCH 2EA SURFACE CLOSER Provide each PR door(s) with the following: 689 LCN Quantity Description Model Number Finish Mfr 2EA CONTINUOUS HINGE 112HD 313 IVE 1EA PANIC HARDWARE 1691 DT 628 DOP 1EA PANIC HARDWARE 1694NL-P 628 DOP 1EA RIM CYLINDER 20-057-ICX 626 SCH 1EA CORE ONLY 23-030 626 SCH 2EA OFFSET DOOR PULL 8190-0 630 IVE 2EA SURFACE CLOSER 1461 689 LCN 2EA DOME STOP FS438 626 IVE 1SET WEATHERSTRIP Furnished under Section 08400 B/O Hardware Group No. 12 (Hollow metal exterior fire exit) Provide each SGL door(s) with the following: Quantity Description Model Number Finish Mfr 3EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE 98NL 626 VON 1 EA RIM CYLINDER 20-057-ICX 626 SCH 1 EA CORE ONLY 23-030 626 SCH 1 EA SURFACE CLOSER 1461 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE 1 EA DOME STOP FS438 626 IVE 1 EA WALL STOP WS407CCV 630 IVE 1 SET SEALS 5050B BRN NGP 1EA DRIP CAP 16A AL NGP 1EA THRESHOLD 896V AL NGP Hardware Group No. 13 (SERVICE PAIR) Provide each PR door(s) with the following: Quantity Description Model Number Finish Mfr 6EA HINGE 5PB1 4.5 X 4.5 652 IVE 2EA MANUAL FLUSH BOLT FB458 626 IVE 1EA DUST PROOF STRIKE DP1 626 IVE 1EA STOREROOM LOCK ND80PD RHO 626 SCH 2EA SURFACE CLOSER 1461 689 LCN 2EA SILENCER SR64 GRY IVE 1EA METAL Z -ASTRAGAL By Door Supplier GRY B/O Hardware Group No. 14 Hardware Provided by Manufacturer Hardware Group No. 15 Overhead Door operated by exterior electrical keypad. Interior operation to be push button for up and down function. Provide manual locking device option on interior. (Submit for approval) 0 w _ UI W W En THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-1 1 V7 Z O a- cr rn W N. W - J � z - o J U_ i 'V L 0 �w 0 C W L Jz O O D O CONTRACT DATE: MAY 6, 2011 LID • Lu L0 Uz 00 � I n lam- Cn o R U r" I ct� C14Z Q J j Z C' LLJ z `` w LLI Z Q v ad UI O Z = � O W 0 0 0 VZ = Z Z - W U z W d - O n DOOR SCHEDULE/ ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A5.0 Z 0 a U W 0 'w STUCCO (PAINT) '''<' O U 8" CMU WALL (PAINT) STUCCO (PAINT) U � � " 8" CMU WALL f— rn o Z 8" CMU WALL (PAINT) � Q W z . Z j `` Ld N Wz Z Q U Z�� � Ur C) o 00 = `� Z�co Lu o (n V . z 0 o � Z Z _j O to STUCCO ON CMU SEE ELEVATIONS FOR EXPANDABLE FOAM SEE ELEVATIONS FOR `:r EXPANDABLE FOAM EXPANDABLE FOAM RAINHOOD LOCATION `j-. INSULATION, SEE WALL RAINHOOD LOCATION ,?.• INSULATION SEE WALL INSULATION SEE WALL AND DETAIL ;"; TYPES FOR LOCATIONS AND DETAIL % TYPES FOR LOCATIONS TYPES FOR LOCATIONS (PAINT) ° °' a CMU WALL /8„ GWB ON 1-1/2„ D .Q GALV. MTL. FURRING e a c Q' D :;` d p AT 16" O.C. ' CMU LINTEL (REFER TO SHIM CMU LINTEL (REFER TO �. a STRUCT. DWGS.) t', STRUCT. DWGS.) �; ° o g CMU LINTEL (REFER TO ° STRUCT. DWGS.) e : ,.a d 'a a e ed. Lj r L e as o SEALANT SEALANT e a ea' a RETURN STUCCO RETURN STUCCO 'dp O TO HEAD H.M. DOOR FRAME TO HEAD SEALANT H.M. DOOR FRAME e a d e O \ (PAINT) SEALANT (PAINT) ,°_e a SEALANT SEALANT • ° 2„ 1 9/1 ol " H.M. DOOR FRAME a a d d .. • .a 1 2" 1 9/16" „ ` ' (PAINT) 1 1, 2" 1 9 6" ., f \5 /j 1/2" 1/2 1/2" STUCCO ON MOTOR ASSEMBLY D CMU H1 HEAD DETAIL HEAD DETAIL HEAD DETAIL SCALE: 3" = 1'-0" HZ SCALE: 3" = 1'-0" H3 SCALE: 3" = 1'-0" EXPANDABLE FOAM INSULATION, SEE WALL : EXPANDABLE FOAM EXPANDABLE FOAM I H INSULATION, SEE WALL INSULATION, SEE WALL DOOR TRACK TYPES FOR LOCATIONS f TYPES FOR LOCATIONS TYPES FOR LOCATIONS i I ROLL UP DOOR `aF f ASSEMBLY -;•. ,>% JAM BRACKETS CORNER REINF. „J" BEAD PLASTER STOP STUCCO (PAINT) 8" CMU WALL (PAINT) STUCCO '. ',' 5/8" GWB ON 1-1/2" (PAINT) 8" CMU WALL (PAINT) DOOR TRACK (PAINT) GALV. MTL. FURRING O ' AT 16" O.C. O ! I I I ��:: I � I :°• I � JAMB ANCHORS (3 PER ! i I JAMB ANCHORS FILL CELL; ; p JAMB—GROUT FILL) D FILL CELL H4 HEAD DETAIL C HEAD DETAIL (3 PER--,,,- JAMB—GROUT FILL) z a JAMB ANCHORS (3 PER JAMB—GROUT FILL) ; ; D SCALE: 3" = 1'-0" H5 SCALE: 3" = 1'-0" FILL CELL SHIM • D 4 DOOR TRACK D I L_ kil rili STUCCO i f i N r N ` � � � I• ° SEALANT _ N ' < SEALANT D RETURN STUCCO `o RETURN STUCCOLn SEALANT _boll j r CMU d TO HEAD 1 „TO 2 1 9/16" H.M. DOOR FRAME (PAINT) HEAD „ 1/ 2 1 9/1 H.M. DOOR FRAME SEALANT Ai H.M. DOOR FRAME a SEALANT SEALANT lo PAINT) 2" 1 9 6" (PAINT) „ 1/2 1/2" / FILL CELL © e ° „ 1/2 CORNER BEAD a, STUCCO ON CMU J JAMB DETAIL 32 JAMB DETAIL JAMB DETAIL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 33 SCALE: 3" = 1'-0" CORNER REINF. >;J ,> STEEL ANCHOR PLATE 1/4 SHIM ATTACH AND BRACE „ „ J BEAD PLASTER STOP 5/8" GWB 5/8" GWB 5/8" GWB # `= TILE ON BOARD 5/8" WONDER TO STRUCTURE ABOVE DOOR DOOR AND TRACK TOP—HUNG SLIDING RAIL SIZE THROAT AS REQ'D • SIZE THROAT AS REQ'D 1 V f JAM DETAIL JAM DETAIL TO RECEIVE t \ BACKER ROAD AND SEALANT �`� 35 GWB & STUD 3-5/8" M.S. TO RECEIVE GWB & STUD BOTH SIDES OF FRAME SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 16" O.C. .:� 3-5/8" M.S. 16" O.C. • ' �:1_•_.:..•: 1 /4' SHIM O ATTACH AN DSTEEL B ACEPLATE INTERIOR FINISHES AS SCHEDULED TO STRUCTURE ABOVE .# M.S. LINTEL M.S. LINTEL TEMPERED GLASS ;. BACKER ROAD AND SEALANT { BOTH SIDES OF FRAME SEALANT j SEALANT SEALANT j SEALANT ; y. ' H GLASS SLIDING DOOR HEAD :; i - SCALE: 3" — 1'-0" Al INTERIOR FINISHES AS SCHEDULED N _ 05 N SLIDING BARN DOOR TEMPERED GLASS 05-1 Lo `� \ 1/4" JOINT W/ BACKER ` ROD AND SEALANT H.M. DOOR FRAME:�/' 1 15 1�11 2" 1 9 ,, H.M. DOOR FRAME 2 7/16" 2" 1 � » CARPET (PAINT) (PAINT) \ H10 GLASS WALL HEAD 5 7/8" �� 5 7/8 \� SCALE: 3" = l'—O" OR AS REQ'D OR AS REQ'D TEMPERED GLASS H6 HEAD DETAIL H7 HEAD DETAIL SCALE: 3" = V-0" SCALE: 3" = 1'-0" 1/4" SHIM EXPANSION BOLT CARPET S GLASS SLIDING DOOR SILL SCALE: 3" = 1'-0„ 5/8" GWB .j 5/8„ GWB 5/8" GWB s 5/8„ GWB 1/4" SHIM SIZE THROAT AS REQ'D ::r SIZE THROAT AS REQ'D #' EXPANSION BOLT TO RECEIVE GWB & STUD { TO RECEIVE GWB & STUD I .! GLASS WALL SILL S 10 SCALE: 3" = 1'-0„ —5/8" M.S., MIN.2 3-5/8" M.S., MIN.2 PER PER JAM HEAD PIVOT FLUSH RECESSED IN GWB HEADER SEALANT j SEALANT SEALANT E H GLASS SWING DOOR HEAD :1 I' ZSEALANT SCALE: 3" = 1'-0„ RECESSED PIVOT / CLOSER _ SET IN SLAB DORMA BTS80 NANCHOR MIN.3 PER N ANCHOR MIN.3 PER OR EQUAL JAM JAM Lo Lo �. _. CARPET \ H.M. DOOR FRAME 1 15 1 2" 1 ��4 " H.M. DOOR FRAME 2 7/16" 2„ (PAINT) \ (PAINT) r \ 5 7/8" 5 7/8" OR AS REQ'D OR AS REQ'D THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND COPIED, PUBLISHED, OR USED WRITTEN CONSENT. THEY ARE ARE NOT TO BE REPRODUCED, IN WHOLE OR PART WITHOUT TO BE USED ONLY FOR THE SITE AND 36 JAMB DETAIL J7 JAMB DETAIL n GLASS SWING DOORSILL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" S 7 SCALE: 3" = 1'-0" PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 CONTRACT DATE: MAY 6, 2011 DOOR FRAME DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 201 1-21 SHEET NO. A5.1 O U W j � I U � � " f— rn o Z Q � Q W z . Z j `` Ld N Wz Z Q U Z�� � Ur C) o 00 = `� Z�co Lu o (n V . z 0 o � Z Z _j O to DOOR FRAME DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 201 1-21 SHEET NO. A5.1 z KEY NOTES `o 01 3 5/8" 20 GA. METAL STUDS SPACED 16" 23 23 O.C. 24 24 `` O2 FILL ALL CMU CELLS W/FOAM INSULATION. 24 24 24 24 24 24 24 24 24 24 13 - � 24 O3-1/2" THK. SOUND BATT INSULATION. x 4co 5/8" THK. GYPSUM WALL BOARD to co co _ 29 O4 is 6 24 -= 24 O WALL TILE AS SPECIFIED 4 4 4 4 17 17 17 4 4 4 4 30 O 6" 20 GA. METAL STUDS SPACES 16" O.C. 24 3 24 - 1 1 1 6 6 24 O 3/4" LIGHT TEXTURED STUCCO FINISH. 4 6 O 8 x 8 x 16 CMU WITH HORIZONTAL WIRE REINFORCEMENT SPACED 16" O.C. 16 4 VERTICALLY. 32 O9 1 1/2" RIGID INSULATION BOARD, REFER TO 3 3 5 SPECIFICATION MANUAL. 1 1/2" Z SHAPE FURRING CHANNELS 22 CL Z GAUGE APPLIED VERTICALLY AND FASTENED 1 0 - 8 TO THE MASONRY WALL THROUGH THE SHORT 3/4" FLANGE WITH SUITABLE z PLUMBING MASONRY FASTENERS @ 24" O.C. MAX. N SIDE - 11 8 x 12 x 16 CMU WITH HORIZONTAL WIRE - REINFORCEMENT SPACES 16" O.C. VERTICALLY. 12 THICKNESS — 4 7/8" THICKNESS — 4 7/8" THICKNESS — 7 1/4" THICKNESS — 4 7/8" THICKNESS — 4 7/8" THICKNESS — 7 1/4" THICKNESS — 7 1/4" THICKNESS — 8" THICKNESS 8" 8" 22 GA. METAL STUDS SPACES 16" O.C. — RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE 13 REFER TO STRUCTURAL ELEVATION ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A RATING —NONE DRAWINGS FOR CMU WALL HEIGHT STC RATING —STC -49 (SA -870717) ASSEMBLY — N/A GWALL EXTENDS ABOVE ROOF, SEE WALL INTERIOR PARTITION sECTIONs INTERIOR PARTITION INTERIITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIOR PARTITION 15 SEC CEMENT BOARD W1 SCALE: 1" = 1 —0" gsc ALE: 1 = 1'—O 8scAEj�1'o�: ' =—Ssc ALE: 1" = 1'-0 W5 SCALE: 1 = 1'-0 W6 SCALE: 1 = 1 —0 W7 SCALE: 1 = 1 —0 W8 SCALE: 1 — 1 —0 W9 SCALE: 1 = 1 —0 O 16 R-11 BATT INSULATION 17 5/8" MOISTURE RESISTANT GYP. BOARD. 33 33 18 FILL ALL C.M.U. CELLS W/ FOAM INSULATION 26 26 TO ROOF DECK. 23 23 - 23 23 23 _ 19 STUCCO WITH LIGHT SAND FINISH. - - _ NOT USED I xi 13 - - _ 13 13 21 NOT USED 22 NOT USED 24 24 23 METAL ROOF DECK STRUCTURE. - - 24 24 24 - - 24 24 24 - - - 24 SCHEDULED CEILING. 25 SEAL TIGHT TO FLOOR OR C.M.U. WALL. V VA 26 SEAL TIGHT TO METAL DECK STRUCTURE It A ABOVE. (FOLLOW U.L. LISTING REQUIREMENTS 18 IF FIRE RATED WALL) 7 11 7 -- _ 5/8" THK. GYPSUM WALL BOARD TYPE "X" 10 = - 11 11 g 11 5 5 5 32 (REFER TO FINISH SCHEDULE FOR WALL FINISH). 9 - - _ _ 18 28 NOT USED 4 29 5/8" DENSGLASS SHEATHING. 25 _ 30 3/4" THK. SAND FINISHED STUCCO OVER WIRE LATHE. NOT USED 32 6 x 6 x 16 CMU WITH HORIZONTAL WIRE THICKNESS — 13 3/4" THICKNESS — 14 1/2" THICKNESS — 11 5/8" THICKNESS — 7 5/8" THICKNESS — 12 3/8" THICKNESS — 6 3/8" THICKNESS — 5 5/8" THICKNESS — 6" THICKNESS — 11 5/8" REINFORCEMENT SPACES 16" O.C. RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATING — NONE VERTICALLY. ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A 33 FOR CONTINUATION REFER TO WALL O SECTIONS. &LNTERIOR PARTITION EXTERIOR PARTITION T7RJI�R PARTITION INTERIOR PARTITION EXTERP—pl'—O PARTITION 7RJI�R PARTITION TERIOR PARTITION INTERIOR PARTITIONSCALE: 1" = 1'-0" W11 SCALE: 1" = 1'-0" e�N SCALE: = 1'-0" W13 SCALE: 1" = 1'-0" W14 SCALE: " &LNTSCALE: = 1'-0" &IcN SALE: 1" = 1'-0" W1 7 SCALE: 1" = 1'-0" W18 14 14 33 26 26 35 35 26 23 -- - -:24 24 A-- 24 24 24 - 16 24 4 18 18 co 10 -23 7 - - 7 - 8 8 _. = a 11 27 _ 11 10 24 1 p _ 24 10 a GENERAL NOTES - Z EQ. RM. SIDE 1. ALL GYPSUM BOARD IN LAVATORIES AND BEHIND 0 PLUMBING RES SHALL BE /8 THK Z 4 4 SIDE MISC. PLUMBING FIXTURES 5 " _ _ MOISTURE RESISTANT - N 2. PROVIDE 3 5/8" MTL. STUD ANGLED SUPPORT - - 48" O.C. FROM TOP OF STUD PARTITION TO STRUCTURE ABOVE. TYPICAL FOR ALL INTERIOR STUD WALLS. THICKNESS — 8" THICKNESS — 13 1/8" THICKNESS — 13 3/4" THICKNESS — 15 7/8" THICKNESS — 14 1/2" THICKNESS — VARIES THICKNESS — VARIES THICKNESS — 9 1/4" RATING — NONE RATING — NONE RATING — (1) HOUR RATING RATING — NONE RATING — NONE RATING — NONE RATING — NONE RATINGS NONE ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — U.L. DESIGN NO. U905 ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A ASSEMBLY — N/A TERIOR PARTITION EXTERIOR PARTITION 1 -HOUR FIRE RATED INT7RJI�R PARTITION INTERIOR PARTITION INTERIOR PARTITION INTERIORPARTITION.INT7RJ��R PARTITION @_INSCALE: 1" = 1'-0„ W20 SCALE: 1" = 1'-0„ W21 W22 W23„ ” 24„ W25 W26INTERIOR PARTITION SCALE: = 1 —0 SCALE: 1 1 o SCALE: 1 = 1 —0 SCALE: 1” = 1'-0" W30 SCALE: 1" = 1'-0" SCALE: = 1'—O" to 23 24 24 - co : -- _ 4 17 17 24 _ 24 12 10 - 27 18 6 3 - -- THICKNESS — 13 3/4" THICKNESS — 7 1/4" RATING — (1) HOUR RATING RATING — NONE -T� ASSEMBLY — U.L. DESIGN NO. U905 ASSEMBLY — N/A STC RATING — STC -49 (SA -870717) THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF TERIOR PARTITION INTERIOR PARTITIONSPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, &LN W32 e�jNTERIOR PARTITION COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND SCALE: 1 = 1 —0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11rL coZ 0 V) w of lE f rn 1 W N J 111L F-- .V Q 0 Lc �w 0 v, I ui� ct Qi J c D D O O CONTRACT DATE: MAY 6, 2011 • Lu � U i a0 r Lu r1r) 0) 00 V U ^ I Z 0 Q J Z W z `� N W z < Z Q _o J �3 Ur o C) = `o Z0 W 0 0 • >- o V z = z Z W V? U z LL - U) O WALL TYPE DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET N0. A5.2 0 w 0 0 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 U W j I r\ a0 w T � o � ZLL-LLJ Q Q w ? KEYNOTE N w z Q U Z a o �n v Z O 00 U-) w ul o o p G G • � 0 0 z Z W LL, v� o Z3 LLO M a G 28 29 1O CURTAINWALL FRAME. REFER TO SPECIFICATIONS D ° c p 4-- 2ALUM. STOREFRONT FRAMING SYSTEM. REFER TO SPECIFICATIONS Nr -13 14 14 ° p 7 GLAZING AS SCHEDULED. REFER TO SPECIFICATIONS. 13 13 13 12 15 a a 9 O DOOR AS SCHEDULED. REFER TO DOOR SCHEDULE. G c pZG KA 7p: 15a. O ALUMINUM FLASHING (BY STOREFRONT/CURTAIN WALL SYSTEM ` KA a O CONTRACTOR) TO MATCH ACM PANEL. 4 ' O 2"x 3"x 0.40" ALUM. ANGLE 13 O 3/4" EXTERIOR GRADE PLYWOOD SHEATHING OVER METAL STUD FRAMING 11 10 11 O8 P.T. WOOD BLOCKING AS NEEDED. 11 3 1 1 O CONC. BEAM/PRE-CAST LINTEL WHERE OCCURS. REFER TO STRUCTURAL DWGS. 10 CONTINUOUS SEALANT & BACKER ROD 4 3 26 11 CONTINUOUS JOINT SEALANT (BOTH SIDES OF FRAME/JOINT) 27 2" 10 12 RIGID INSULATION. REFER TO WALL TYPES. 13 GYPSUM BOARD. 8 2 3 VHEAD 14 METAL STUD FRAMING. SEE PLAN & WALL TYPES FOR ADDITIONAL Hl DETAIL SCALE: 3 = 1 -0" H2 HEAD DETAIL SCALE: 3" H 3 H3 HEAD DETAIL u H 4 HEAD DETAIL u H 5 HEAD DETAIL AT SH ER 15 O INFORMATION. 3/4" STUCCO FINISH. REFER TO EXTERIOR FINISH SCHEDULE. = 1'-0" SCALE: 3" = 1'-O" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" 16 MARBLE SILL. 17 ALUMINUM BREAKMETAL TO MATCH ACM STOREFRONT/CURTAIN WALL FRAME. 18 K.O. BLOCK, CONC. FILLED. REFER TO STRUCTURAL DWGS. XA 1g ALUMINUM SILL. 20 FIN. CEILING. REFER TO REFLECTED CEILING PLAN & CEILING FIN. 9 ° p o 3 SCHEDULE. 14 15 � 2 2„ 21 CMU PILASTER. SEE FLOOR PLAN & STRUCTURAL DWGS. 13 2„ 22 CONC. SLAB. REFER TO STRUCTURAL DWGS. 16 11 16 23 ACM COMPOSITE PANEL. REFER TO STANDARD ACM DETAILS ON SHEET 41. 11 A5.6. 19 24 STRUCTURAL STEEL COMPONENT. REFER TO STRUCTURAL DWGS. 3 10 c G 25 4"X 4"X 5/16 ANGLE BOLTED TO CMU WALL - 16" O.C. SUPPORTING 10 p 2 p G 18 MARBLE SILL 1 ° D 22 15 p G � 12 26 METAL EDGE CASING BEAD FOR GYPSUM BOARD 4 2 3 2" 13- i --- 25 d --- • - 13 27 JOINT SEALANT • 28 CMU PARTITION 3 L -----------J 18 a FIRE SHUTTER a a 4 c CORNER BEAD ' d L NOTES• 1. WALL THICKNESS VARIES, SEE WALL DETAILS FOR ACTUAL SIZES. H HEAD DETAIL » » Fi7 HEAD DETAIL S1 SILL DETAIL SALE DETAIL SILL DETAIL 2. REFER INTERIOR/ EXTERIOR TO INTERIOR EXTERIOR SCHEDULES FOR FINISHES. 3 = 1 -0 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" S2 S3 SCALE: 3 l' -O" - 3 I 3 3 2 2„ 2 2"ol 3 3 ol 2" 10 2 2„ r------------� 2 11 2 it 30 5 5 15 16 11 5 \77 77 18 5 ° 15 G pG 15 p G p G a G a 13 15 c p ---� a •. r—f- ---� ..•.4 G — • I 12 G G L D a I - - - - - - - - - - - - I I I p I - - - - - - - - - - - - ,• .;. G a Z-1 13 e 14 L----D ------J �` 13 18 S4 SILL DETAIL , n SCALE: 3 = l' -O" S5 SILL DETAIL S V SILL DETAIL S 7 SILL DETAIL SILL DETAIL SILL DETAIL, SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" S8 SCALE: 3" = 1'-0" S9 D 3 9 D D 0 13 ° p o � 13 13 13 Iv!F ;- 12 15 15 15 k 13 a 13 13 30 10 h' 10 10 11 10 10 2 3 2" 3 2„ n 3 2 3 S10 SILL DETAIL SCALE: 3" = 1'-0" ii J1 JAMB DETAIL J2 JAMB DETAIL J3 JAMB DETAIL JAMB DETAIL JAMB DETAIL SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" l' -OL J4 SCALE: 3 l' J5 - -O" SCALE: 3 = 1'-0" XA ° 13 13 f.� D 13 �r - 12 12 10 13 10 13 10 10 1 1 3 2» 2" 3 i THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, JG JAMB DETAIL JAMB DETAIL COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT V SCALE: 3" = 1'-0" 37 WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND SCALE: 3" = 1'-0" PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 WINDOW FRAME DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A5.3_,), U W j I r\ a0 w T � o � ZLL-LLJ Q Q w ? J N w z Q U Z a o �n v Z O 00 U-) w ul o o �n Vz • � 0 0 z Z W LL, v� o Z3 LLO M WINDOW FRAME DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A5.3_,), 100 CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 Z OuiOf Z U Cj W Q i H \ 1 V 'V �w 0 rr�^ v, I W� �.r J.0 � 0 a 0 0 CONTRACT DATE: MAY 6, 2011 co r . l.�J r U � I ~ 00 Z CD w Lr�/ Lo LL- ro 0 U 24 GA GALVANIZED STEEL COPING CAP WITH 20 GA GALVANIZED i SYSTEM. STEEL ANCHOR CLEATS. HICKMAN PERMASNAP COPING SYSTEM. 0 ti 0 ALL cN .. n..x ..z.. ALL EXPOSED METAL SHALL HAVE PAINTED FINISH. DRYLOK EXTREME q WATERPROOFER ROOFING MEMBRANE TO F (BY G.C.) CMU WALL OVERLAP FACE OF WALL DRYLOK EXTREME BY 4" WATERPROOFER (BY G.C.) ACM CMU WALL COMPOSITE f. PANEL ACM SHIM COMPOSITE PANEL SHIM WOOD BLOCKING ACM acoru TAPCON �TYPICAL)EAL Ya" a" ✓" TAPCON .' f 12 TAPCON W �4" MIN. EMBEDMENT -- CMU WALL ya � %" TAPCON �r.E"C.C. COMPOSITE PANEL ACM COMPOSITE �"E"C.C. PANEL ACM ,�. COMPOSITE PANEL '�'E"C.C. � - DRYLOK EXTREME WATERPROOFER e. c c' (BY G.C.) � cEu� DRYLOK EXTREME WATERPROOFER (BY G.C.) LAP STRIP DRYLOK EXTREME WATERPROOFING (BY G.C.) CMU WALL WEEP HOLE FIELD DRILL (2) PER PANEL BUTYL TYPE '7 BED SEALANT PRECAST BASE P CMU WALL ACM KICK PANEL PANELOMPOSITE a"xa" REVEAL (TYPICAL)Li 2 2 HORIZONTAL JOINT s_uE. rvr HORIZONTAL JOINT SCALE: NTS 3 3 BASE CONDITION scams. rv. BASE CONDITION SCALE: NTS 4 4 VERTICAL ]DINT s.>�c. rv VERTICAL JOINT SCALE: NTS 5 5 SQUARE OUTSIDE SQUARE OUTSIDE CORNER su�E. rv. CORNER SCALE: NTS 1 1 STANDARD PARAPET sc.�E. x. STANDARD PARAPET SCALE: NTS Ya"�" Y" TAPCON TERMINATE AIR ANC WATER BARRIER, SEAL '�` E"C.0 C. WALL WITH TAPE OR SEALANT DRYLOK EXTREME WATERPROOFER -- e (BY G.C.) #12 ,TARCON `W� t 1" MIN. EMBEDMENT - 4 c TERMINATE AIR ANC _ V;ATEREARRIER, SEAL CMU WALLLc ` 1hITE TAFE OR SEALANT ` #12-16 x 5/8 PH ACM SEALANT & TEKS/3 � 16" O.C. BACKER ROD J ABUTMENT DETAIL s_n�c. n. 6 TERMINATION PANEL zcn�E. x. 3/4"x3/4"x.063" S ANGLE DRYLOK EXTREME ACM WATERPROOFER COMPOSITE (BY G.C.) PRECAST WALL PANEL LINE OF WALL SEALANT & COMPOSITE 100 CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 Z OuiOf Z U Cj W Q i H \ 1 V 'V �w 0 rr�^ v, I W� �.r J.0 � 0 a 0 0 CONTRACT DATE: MAY 6, 2011 co r . l.�J r U � I ~ 00 Z CD w Lr�/ Lo LL- ro 0 U W 0 ti 0 c TERMINATE AIR ANC _ V;ATEREARRIER, SEAL CMU WALLLc ` 1hITE TAFE OR SEALANT ` #12-16 x 5/8 PH SEALANT & TEKS/3 � 16" O.C. BACKER ROD 3/4"x3/4"x.063" S ANGLE DRYLOK EXTREME ACM WATERPROOFER COMPOSITE (BY G.C.) PRECAST WALL PANEL LINE OF WALL SEALANT & COMPOSITE BACKER ROD PANEL 7 ABUTMENT DETAIL SCALE: NTS 6 TERMINATION PANEL SCALE: NTS THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. � z Lj , '� z lJi W LJJ N LJJ 'z � W Zg�J 1� � J �3 V O D = � Zg� w r O O z = Z Z W � U r 0 TYPICAL ACM DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET N0. A5.4 0 U W 0 ti 0 � z Lj , '� z lJi W LJJ N LJJ 'z � W Zg�J 1� � J �3 V O D = � Zg� w r O O z = Z Z W � U r 0 TYPICAL ACM DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET N0. A5.4 WOMEN 125 / MEN 126 RESTROOM 1/4" = 1'-0" 10 COPY AREA COPIER BY OWNER /— _— — 16 0 o I z 5 Q. SQALE o I S-10 3/4" 6'-4 3/4" F.V. 8318 O T N I cV N L 9 -- 7 7 --7 7 --7 y — — / COPIER BY OWNER /— _— — 16 0 o I z 5 Q. SQALE o I S-10 3/4" 6'-4 3/4" F.V. 8318 O T N 2 MEN 126-2 3/8" WOMEN 125-6 6 3/8" cn I N 1 20 �J 1 A6.0 17 F_ 18 MENS TECH _L2 < 15 A6.0 13 < LOCKERS/ RESTRM. � 139 WOMEN ELH L".I O 140 O I" —� REF. VEND 21 A6.0 TECH BREAK RM. 138 TECH AREA 1/4"= 1'-0" 3 MEN 126-3 3/8" MEN TECH LOCK/RESTRM . 139-17 3/8" = 1'-0" MEN TECH LOCK/RESTRM. 139-20 3/8" = 1'-0" N 7 WOMEN 125-7 3/8" rn I N L C i I cV N L 9 / i / / 9 8 A6.2 9 9 9 9 / O / U \ O\ 6 W / / O\ 6 — T6 - 0 CD 17 / / - ! N T8 T / :E(9 7==417 � \16 ` I � i _ IF 5 ,I I T3 i� It= 2 MEN 126-2 3/8" WOMEN 125-6 6 3/8" cn I N 1 20 �J 1 A6.0 17 F_ 18 MENS TECH _L2 < 15 A6.0 13 < LOCKERS/ RESTRM. � 139 WOMEN ELH L".I O 140 O I" —� REF. VEND 21 A6.0 TECH BREAK RM. 138 TECH AREA 1/4"= 1'-0" 3 MEN 126-3 3/8" MEN TECH LOCK/RESTRM . 139-17 3/8" = 1'-0" MEN TECH LOCK/RESTRM. 139-20 3/8" = 1'-0" N 7 WOMEN 125-7 3/8" rn I N L C i I cV N L 4 ME31 N 126-4 VVVIvICIN lL'-ZS 3/8" 5 MEN 126-5 I 9 / i / / 9 9 9 9 \ / O / U \ O\ 6 W / / O\ 6 — 0 CD 17 / / - ! N / 5 MEN 126-5 WOMEN 125-9 9 3/8" I 9 / i 9 9 / / 9 \ / O T2 T9 CiD U \ O\ 6 W — 0 CD 17 / / - ! N / WOMEN 125-9 9 3/8" WOMEN TECH LAV. 140-13 WOMEN TECH LAV. 140-14 WOMEN TECH LAV. 140-15 WOMEN TECH LAV. 140-16 13 3/8" = 1'-0" 1 3/8" = 1'-0" 831 16 3/8" 9 / i 9 9 / / T7 / O T2 T9 CiD U \ W — 0 WOMEN TECH LAV. 140-13 WOMEN TECH LAV. 140-14 WOMEN TECH LAV. 140-15 WOMEN TECH LAV. 140-16 13 3/8" = 1'-0" 1 3/8" = 1'-0" 831 16 3/8" 1'-6" 8 MEN TECH LOCK/RESTRM . 139-18 3/8"= 1'-0" TECH BREAKRM . 138-21 3/ 2 -0" O N A6.0 23 0 9 9 T7 T2 T9 CiD U W — 0 CD 17 - ! N 1'-6" 8 MEN TECH LOCK/RESTRM . 139-18 3/8"= 1'-0" TECH BREAKRM . 138-21 3/ 2 -0" O N A6.0 23 CBS--' MEN TECH LOCK/RESTRM. 139-19 3/8" = V-0" 25 A6.0 22 1RECEPTION - 103 /'^CAICD A 1 AIr1TCC V LIYLI\I'lL IYV 1 LJ 1. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED FIXTURES. 2. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION OF MILLWORK. 3. THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE MILLWORK IS PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 4 ALL EXPOSED SURFACES IN MILLWORK SHALL BE COVERED BY PLASTIC LAMINATE. 5 GENERAL CONTRACTOR REQUIRED TO SUBMIT CABINET SHOP DRAWINGS PRIOR TO FABRICATION. FINISH KEYNOTES X -X REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0 INTERIOR ELEVATION KEY NOTES 1O HANDICAP ACCESSIBLE TOILET AS SCHEDULED ON PLUMBING PLAN. O WALL MOUNTED URINAL AS SCHEDULED ON PLUMBING PLAN. O3 HANDICAP ACCESSIBLE LAVATORY AS SCHEDULED ON PLUMBING PLAN. O LAVATORY AS SCHEDULED ON PLUMBING PLAN. O TOILET AS SCHEDULED ON PLUMBING PLAN. O DOOR AS SCHEDULED. 7O TOILET PARTITION. O TECHNICIAN LOCKERS SUPPLIED BY OWNER. O WALL TILES REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0. 10 REFER TO PLUMBING SCHEDULE ON SHEET P2.0. 11 FOR MILLWORK DETAILS SEE SHEET A6.2. 12 ARMAFLEX INSULATION AROUND DRAIN PIPE. 13 BRACING WITH PLASTIC LAMINATE FINISH. 14 BASE AS SCHEDULED. 15 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 16 LAMINATE FINISH, REFER TO FINISH SCHEDULE ON SHEET A3.0. 17 1" W. REVEAL W/ STAINLESS STEEL PLASTIC LAMINATE FINISH REFER TO FINISH SCHEDULE ON SHEET A3.0 AND SHEET A6.2. TOILET ACCESSORIES SCHEDULE Tl "BOBRICK" MODEL No: B-2860 SURFACE MOUNTED ROLL -PAPER -TOWEL DISPENSER, CONSTRUCTED OF TYPE -304 22 GA., STAINLESS STEEL WITH SATIN FINISH. TOUCH FREE, PULL TOWEL MECHANISM. T2 ASI 2000 SOAP DISPENSER T3 "GAMCO" TTD-2 SURFACE MOUNTED TOILET TISSUE DISPENSER OR EQUAL. MOUNT CLEAR OF STALL DOOR SWING. T4 "GAMCO" ND -1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL OR EQUAL. T5 KOALA HORIZONTAL BABY CHANGING STATION, MODEL KB200. SUBMIT SPECS TO ARCHITECT FOR APPROVAL. MOUNTING HEIGHT: TOP OF CHANGING BED @ 34" A.F.F. T6 STAINLESS BUILT IN TRASH CHUTE W/RIM, 8" ROUND OPENING, 2" MIN. HIGH T7 24"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR Tg 1-1/2" DIA. X 42" LONG GRAB BAR. T9 1-1/2" DIA X 36" LONG GRAB BAR. —r of 42"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR Til MIRROR WITH MOLDED WOOD FRAME, WIDTH OF BASE CABINET HEIGHT IS FROM 4'-0" A.F.F TO 7'-0" A.F.F. —� "BOBRICK" MODEL No: B-3644 RECESSED WASTE RECEPTACLE, TYPE -304, S.S. SATIN FINISH ALL EXPOSED SURFACES. -� "SAN JAMAR" MODEL No: T130OTBK TEAR -N -DRY CLASSIC ELECTRONIC TOUCHLESS ROLL TOWEL DISPENSER, BLACK. INTERIOR ELEVATION KEY NOTES OX REFER TO SHEET A6.2 FOR KEY NOTES RECEPTION - 103 3/8" = 1'-0" RECEPTION - 103 3/8" = 1'-0" 25 RECEPTION - 103 3/8 1-0 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 N Z O (n W rn Q U O DO 0 �w O W I uj Ike�.. J.0 � O O D 0 CONTRACT DATE: MAY 6, 2011 • � IC) U � I 00 M rn o N :;t Z Q 0i J w z LL LLJ N W LLi Z g Z Z J o (n CL J V 000 Z = Z0 W o 0 Z Z = Z � z � 0 INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.0 z 0 9 U W 0 It= CBS--' MEN TECH LOCK/RESTRM. 139-19 3/8" = V-0" 25 A6.0 22 1RECEPTION - 103 /'^CAICD A 1 AIr1TCC V LIYLI\I'lL IYV 1 LJ 1. PROVIDE BLOCKING IN WALL TO SUPPORT ALL WALL MOUNTED FIXTURES. 2. ALL DIMENSIONS TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO FABRICATION AND INSTALLATION OF MILLWORK. 3. THE CONTRACTOR SHALL COORDINATE AND INSURE THAT THE WORK OF OTHER TRADES INSTALLED IN THE MILLWORK IS PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 4 ALL EXPOSED SURFACES IN MILLWORK SHALL BE COVERED BY PLASTIC LAMINATE. 5 GENERAL CONTRACTOR REQUIRED TO SUBMIT CABINET SHOP DRAWINGS PRIOR TO FABRICATION. FINISH KEYNOTES X -X REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0 INTERIOR ELEVATION KEY NOTES 1O HANDICAP ACCESSIBLE TOILET AS SCHEDULED ON PLUMBING PLAN. O WALL MOUNTED URINAL AS SCHEDULED ON PLUMBING PLAN. O3 HANDICAP ACCESSIBLE LAVATORY AS SCHEDULED ON PLUMBING PLAN. O LAVATORY AS SCHEDULED ON PLUMBING PLAN. O TOILET AS SCHEDULED ON PLUMBING PLAN. O DOOR AS SCHEDULED. 7O TOILET PARTITION. O TECHNICIAN LOCKERS SUPPLIED BY OWNER. O WALL TILES REFER TO INTERIOR FINISH SCHEDULE ON SHEET A3.0. 10 REFER TO PLUMBING SCHEDULE ON SHEET P2.0. 11 FOR MILLWORK DETAILS SEE SHEET A6.2. 12 ARMAFLEX INSULATION AROUND DRAIN PIPE. 13 BRACING WITH PLASTIC LAMINATE FINISH. 14 BASE AS SCHEDULED. 15 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 16 LAMINATE FINISH, REFER TO FINISH SCHEDULE ON SHEET A3.0. 17 1" W. REVEAL W/ STAINLESS STEEL PLASTIC LAMINATE FINISH REFER TO FINISH SCHEDULE ON SHEET A3.0 AND SHEET A6.2. TOILET ACCESSORIES SCHEDULE Tl "BOBRICK" MODEL No: B-2860 SURFACE MOUNTED ROLL -PAPER -TOWEL DISPENSER, CONSTRUCTED OF TYPE -304 22 GA., STAINLESS STEEL WITH SATIN FINISH. TOUCH FREE, PULL TOWEL MECHANISM. T2 ASI 2000 SOAP DISPENSER T3 "GAMCO" TTD-2 SURFACE MOUNTED TOILET TISSUE DISPENSER OR EQUAL. MOUNT CLEAR OF STALL DOOR SWING. T4 "GAMCO" ND -1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL OR EQUAL. T5 KOALA HORIZONTAL BABY CHANGING STATION, MODEL KB200. SUBMIT SPECS TO ARCHITECT FOR APPROVAL. MOUNTING HEIGHT: TOP OF CHANGING BED @ 34" A.F.F. T6 STAINLESS BUILT IN TRASH CHUTE W/RIM, 8" ROUND OPENING, 2" MIN. HIGH T7 24"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR Tg 1-1/2" DIA. X 42" LONG GRAB BAR. T9 1-1/2" DIA X 36" LONG GRAB BAR. —r of 42"W X 30"H ANGLE STAINLESS STEEL FRAMED MIRROR Til MIRROR WITH MOLDED WOOD FRAME, WIDTH OF BASE CABINET HEIGHT IS FROM 4'-0" A.F.F TO 7'-0" A.F.F. —� "BOBRICK" MODEL No: B-3644 RECESSED WASTE RECEPTACLE, TYPE -304, S.S. SATIN FINISH ALL EXPOSED SURFACES. -� "SAN JAMAR" MODEL No: T130OTBK TEAR -N -DRY CLASSIC ELECTRONIC TOUCHLESS ROLL TOWEL DISPENSER, BLACK. INTERIOR ELEVATION KEY NOTES OX REFER TO SHEET A6.2 FOR KEY NOTES RECEPTION - 103 3/8" = 1'-0" RECEPTION - 103 3/8" = 1'-0" 25 RECEPTION - 103 3/8 1-0 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 N Z O (n W rn Q U O DO 0 �w O W I uj Ike�.. J.0 � O O D 0 CONTRACT DATE: MAY 6, 2011 • � IC) U � I 00 M rn o N :;t Z Q 0i J w z LL LLJ N W LLi Z g Z Z J o (n CL J V 000 Z = Z0 W o 0 Z Z = Z � z � 0 INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.0 z 0 U W 0 El °p. °°I F. . o \ , 2 1 \\ 5 2 \ / \ / \ N74 RETAIL PARTS/ TO \ \ SS -1 24 0 N � 4 A6.1 CASHIER SS -1 24 \ SS -1 24 9'-8 1/4' \ A6.1 28 \ , SS -1 2425 Go 3 tDIAG. O i \ - - - - - LM1 5 11 �\ LM1 11 ,'I I` \ ,'I I` \ \ ,'I I` m-- -- ----- - -------- - N --------- I M-5 21 \\ 0 12 6EQ. PACES\ 1 /, \ LM1 23 , / a 9'-8 1/4' 9'-8 1 /4" ol F.V. F.V. ei (: LM1 5 19 M-5 21 1 RETAIL PARTS CASHIER 147 PLAN VIEW 2 RETAIL PARTS CASHIER 147-2 3 RETAIL PARTS CASHIER 147-3 4 RETAIL PARTS CASHIER 147-4 5 RETAIL PARTS CASHIER 147-5 27 �1?STOMER WAITING SERVICE VIEW ST -7 L 29 o S -7 ST -7 5 AV. 716 24 A6.2 10 25 SS -2 21 10 A6.1 8 21 na o, M 6 e - ` 7- 12 i t LM1 5 19 7 A6.2 t- W jjW E ICED T. E CHEDUL q \ / -------- REF. 0 = g 22 SS -1 24 25 I t 12 - O N ~ LM 1 11 CO io A6.1 12 LM 1 23 i� \ 1 iv 17 LM 1 19M 5 21 LM 1 5 19 01 5'-0' , M - 5 21 4 -02'-6" 3'-3" ' 4 EQ. SPACES LAV. 105 PLAN VIEW LAV. 105-7 LAV. 105-8 LAV. 105-9 e318' V. 105-10 MEETING TRAINING BREAK RM. MEETING TRAINING BREAK RM= -12 28 CUSTOMER WAITING SERVICE VIEW 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" 1 0= 1'-0" 11 1 /4" = 1'-0" 1 3/8" = 1'-0" 3/8" = 1'-0" Il a a a _ 15 EQUAL EQUAL `7 N I WD -1 A6.1 28 ---- --------------, ------ ----, 144 A6.1 ©© o CUSTOMER------------------- WAITING CORRIDOR N MEDIA WALL WD -1 ART DISPLAY WALL FT -4 DISPLAY WALL N 12'-1 3/4" 13 CUSTOMER WAITING 152 14 CUSTOMER WAITING 152-14 15 CUSTOMER WAITING 152-15 1/4 = V-0" 3/8" = 1'-0" 3/8"= 1'-0" A6.1 18 4 4 33 4 4 21 A6.2 A6.2 SIM A6.2 SIM A6.2 ELEC RECEPTACLE, TYP. A6.1 17 20 A6.1 SS -3 24 SS -3 24 SS -3 24 SS -3 24 SODA CO�FEE TRASH HAND SINK 19 WV1 SS -3 24 DISP. ;�� DISPS. CHUTE I I 2 M-5 N N I� ® I��-----I m N 19 TRASH ® - - m CHUTE L----------- COFFEE cBEV. ooLER SODA _ 2 M-5 1_2"1_2^ BELOW aDISPS. -0 CNTR. --"---�- --�- r 5 WV1 I - - 5 WV 1 I N o - V - - - - - - - - M 12 M 12 I M 04 12 - - - - --�E�' \ t M-5 21 19 WV1 M-5 21 M-5 21 19 WV1 3'_0" 2'-0" M-5 21 8'-3" 1 1'-9" 2'-0 3/4" 5'-0 1/4" 1'-9" 1'-9" 6'-2" M-5 21 CAFE 150 PLAN VIEW % CA7�150-17 �3/ FE 150-18 CAFE 150-19 C�7�10-2CA3/8" = 18 1'-0" 19 3/8" = 1'-0" 20 3 1 3/8" 6 A6.2 I I A6.1 24 ` \ u 23<L6. LM1 5 11 3 / / `, � ,1 / / / 12 ---\�-- 12\ --�� - I -- \�--- I 1��*/ / co N � � 1 KEY NOTES11 1 F / O\ 9 \ U LM1 5 19 7 A6.2 t- W jjW E ICED T. E CHEDUL q \ / -------- REF. 0 = g 22 SS -1 24 25 I t 12 - O N ~ LM 1 11 CO io A6.1 12 LM 1 23 i� \ 1 iv 17 LM 1 19M 5 21 LM 1 5 19 01 5'-0' , M - 5 21 4 -02'-6" 3'-3" ' 4 EQ. SPACES LAV. 105 PLAN VIEW LAV. 105-7 LAV. 105-8 LAV. 105-9 e318' V. 105-10 MEETING TRAINING BREAK RM. MEETING TRAINING BREAK RM= -12 28 CUSTOMER WAITING SERVICE VIEW 3/8" = 1'-0" 3/8" = 1'-0" 3/8" = 1'-0" 1 0= 1'-0" 11 1 /4" = 1'-0" 1 3/8" = 1'-0" 3/8" = 1'-0" Il a a a _ 15 EQUAL EQUAL `7 N I WD -1 A6.1 28 ---- --------------, ------ ----, 144 A6.1 ©© o CUSTOMER------------------- WAITING CORRIDOR N MEDIA WALL WD -1 ART DISPLAY WALL FT -4 DISPLAY WALL N 12'-1 3/4" 13 CUSTOMER WAITING 152 14 CUSTOMER WAITING 152-14 15 CUSTOMER WAITING 152-15 1/4 = V-0" 3/8" = 1'-0" 3/8"= 1'-0" A6.1 18 4 4 33 4 4 21 A6.2 A6.2 SIM A6.2 SIM A6.2 ELEC RECEPTACLE, TYP. A6.1 17 20 A6.1 SS -3 24 SS -3 24 SS -3 24 SS -3 24 SODA CO�FEE TRASH HAND SINK 19 WV1 SS -3 24 DISP. ;�� DISPS. CHUTE I I 2 M-5 N N I� ® I��-----I m N 19 TRASH ® - - m CHUTE L----------- COFFEE cBEV. ooLER SODA _ 2 M-5 1_2"1_2^ BELOW aDISPS. -0 CNTR. --"---�- --�- r 5 WV1 I - - 5 WV 1 I N o - V - - - - - - - - M 12 M 12 I M 04 12 - - - - --�E�' \ t M-5 21 19 WV1 M-5 21 M-5 21 19 WV1 3'_0" 2'-0" M-5 21 8'-3" 1 1'-9" 2'-0 3/4" 5'-0 1/4" 1'-9" 1'-9" 6'-2" M-5 21 CAFE 150 PLAN VIEW % CA7�150-17 �3/ FE 150-18 CAFE 150-19 C�7�10-2CA3/8" = 18 1'-0" 19 3/8" = 1'-0" 20 3 1 3/8" 6 A6.2 I I A6.1 24 ` \ u 23<L6. LM1 5 11 3 O `, � ,1 12 ---\�-- 12\ --�� - I -- \�--- I 1��*/ -- _ � co N � � 1 KEY NOTES11 1 F 20 I 20 - '� OX REFER TO SHEET A6.2 FOR KEY NOTES 26 SS -1 24 25 I 1 \ O I O / \ BILLING/ XX -X REFER TO SHEET A3.0 FOR FINISH SCHEDULE M-5 21 31 M-5 21 Y-11 1/8" F.V. TECH PARTS COUNTER 153 23 TECH PARTS COUNTER 153-23 24 TECH PARTS COUNTER 153-24 25 BILL�NG�ACOUNTING BILLING ACCOUNTING 118-26 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 22 1/4" = 1'-0" 3/8" = 1'-0" 3/8" = 1-0 1/4" = 1'-0 3/8" = 1'-0" SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 2 Z O �- w o J V r-- 0 Q J u- >m 0 �w O _♦ I uj m U04 J.0 � D Lf 0 D D CONTRACT DATE: MAY 6, 2011 W Ln U � Z I DD r` rn o V c Z Q Z W ? N W Ly Z Z Q J z !n CL J � V 0 00 Z _� W O 0 o ') o C Z?=Z W vi U z LL - U) I O n INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.1 ` \ It LM1 5 11 ii ` � ' PARTE BIN PARTS BIN PARTS` BIN 23 O ACCOUNTING 118 ,1 12 q ■ LAMINATE/SOLID SURFACE SCHEDULE XX -X REFER TO SHEET A3.0 FOR FINISH SCHEDULE M-5 21 31 M-5 21 Y-11 1/8" F.V. TECH PARTS COUNTER 153 23 TECH PARTS COUNTER 153-23 24 TECH PARTS COUNTER 153-24 25 BILL�NG�ACOUNTING BILLING ACCOUNTING 118-26 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 22 1/4" = 1'-0" 3/8" = 1'-0" 3/8" = 1-0 1/4" = 1'-0 3/8" = 1'-0" SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 2 Z O �- w o J V r-- 0 Q J u- >m 0 �w O _♦ I uj m U04 J.0 � D Lf 0 D D CONTRACT DATE: MAY 6, 2011 W Ln U � Z I DD r` rn o V c Z Q Z W ? N W Ly Z Z Q J z !n CL J � V 0 00 Z _� W O 0 o ') o C Z?=Z W vi U z LL - U) I O n INTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.1 O U w C M 2'-0" 1 SECTION 1'-0" t 0 I N 0 I 10 ON 61"041 ELEVATION 11 3/8" 2 31 SECTION 1'-0" 7 SECTION 3/4" 4- N 0 n I 2'-6" SECTION 3 3/4" ( � 8 �31 CTION 3'-0" ol SS -3 24 (� 4 SE31 CTION 1'-0" 1'-0" &�FTON 5 SECTION KEY NOTES 1O WIRE PULL. 2O 1/4" WIDE x 1/2" DEEP HORIZONTAL REVEAL. O PLASTIC LAMINATE FINISHED DRAWER W/ LOCK. O CHASE WALL FOR ELECTRICAL ACCESS. O RUN GRAIN HORIZONTALLY MATCH RECEPTION DESK. O LAMINATE FINISHED DRAWER. O MICROWAVE, BY OWNER. O REFRIGERATOR, BY OWNER. 0 DOOR AS SCHEDULED. 10 WOOD BLOCKING AS REQ'D. 11 3/4" PLYWD. W/ LAMINATE SURFACE. 12 5/8" THK. WHITE ADJUSTABLE MELAMINE SHELVES. 13 1"x4" WOOD CONTINUOUS. 14 5/8" THK. WHITE MELAMINE INTERIORS. (BOXES) 15 1/2" THK. WHITE MELAMINE DRAWER STOCK. 16 LINE BORING FOR ADJUSTABLE SHELVES, PROVIDE STEEL SHELF SUPPORT CLIPS. 17 2"x4" WOOD FRAMING. 18 2"x4" WOOD BASE. 19 CABINET DOOR. 20 BRUSHED STAINLESS STEEL COUNTERTOP. Z1 BASE MATERIAL. 22 MULTI -USE HAND SINK, REFER TO PLUMBING PLAN. 23 BRACING WITH PLASTIC LAMINATE FINISH. 24 SOLID SURFACE COUNTERTOP. 25 SOLID SURFACE BACKSPLASH. 26 STAINLESS BUILT IN RECYCLING BIN AND TRASH CHUTE W/RIM, 6" ROUND OPENING, 2" MIN. HIGH. 27 1/4" WIDE x 1/2" DEEP VERTICAL REVEAL. 28 ELECTRICAL / DATA OUTLETS. FIELD COORDINATE LOCATION 29 LAQUERED WOOD FRAMED MIRROR. 30 PLUMBING FIXTURE REFER TO PLUMBING PLANS. 31 QUICK PARTS BINS SUPPLIED BY OWNER. VERIFY OPENING SIZE IN CABINET WITH QUICK PARTS BIN VENDOR, PRIOR TO FABRICATION. 32 UNDERCOUNTER REFRIGERATOR BY OWNER, "U -LINE 2175 R ECHELON" 5.7 CU. FT. BUILT IN UNDERCOUNTER REFRIGERATOR OR EQUAL. 33 COFFEE MACHINE BY OWNER, VERIFY SIZE AND CLEARANCE REQUIRED. 34 MILLWORK BY FURNITURE VENDOR. COORDINATE POWER/DATA REQUIREMENTS WITH USER. 35 STRIP LIGHT UNDER CABINET. 36 1x3 TRIM FINISH AS ADJOINING SURFACE. 37 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 38 GRAPHIC PANEL BY OTHERS, BOTTOM AT 50" A.F.F. 39 WOOD LAMINATE FINISHED SURFACE. 40 DISPLAY UNIT AND SHELVES BY OTHERS, TOP OF WALL MOUNTING BRACKET AT 39" A.F.F. FIXINGS TO FIT VENDOR'S WALL BRACKET MOUNTING REQUIREMENTS. WALL SUBSTRATE AND FIXINGS TO BE ABLE TO CARRY THE WEIGHT OF THE DISPLAY UNIT. (155 LBS) LAMINATE/SOLID SURFACE SCHEDULE XX -X REFER TO SHEET A3.0 FOR FINISH SCHEDULE IV nTG ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 U) Z O L CS w N � w z a r >N 0 LE '"r 500 1 ui� L C J� D D O 0 CONTRACT DATE: MAY 6, 2011 W � U c Z) I 00 �0o Z Q C14 `. Z J W Z LL V) W LLI Z Z Q - _o C.L J -kj ( O W 0 • � o (Do Z?=Z Q ci o z O n INTERIOR ELEVATIONS, SECTIONS, DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.2 z 0 I �I 0 0 � I i 1 1 I I it (� 4 SE31 CTION 1'-0" 1'-0" &�FTON 5 SECTION KEY NOTES 1O WIRE PULL. 2O 1/4" WIDE x 1/2" DEEP HORIZONTAL REVEAL. O PLASTIC LAMINATE FINISHED DRAWER W/ LOCK. O CHASE WALL FOR ELECTRICAL ACCESS. O RUN GRAIN HORIZONTALLY MATCH RECEPTION DESK. O LAMINATE FINISHED DRAWER. O MICROWAVE, BY OWNER. O REFRIGERATOR, BY OWNER. 0 DOOR AS SCHEDULED. 10 WOOD BLOCKING AS REQ'D. 11 3/4" PLYWD. W/ LAMINATE SURFACE. 12 5/8" THK. WHITE ADJUSTABLE MELAMINE SHELVES. 13 1"x4" WOOD CONTINUOUS. 14 5/8" THK. WHITE MELAMINE INTERIORS. (BOXES) 15 1/2" THK. WHITE MELAMINE DRAWER STOCK. 16 LINE BORING FOR ADJUSTABLE SHELVES, PROVIDE STEEL SHELF SUPPORT CLIPS. 17 2"x4" WOOD FRAMING. 18 2"x4" WOOD BASE. 19 CABINET DOOR. 20 BRUSHED STAINLESS STEEL COUNTERTOP. Z1 BASE MATERIAL. 22 MULTI -USE HAND SINK, REFER TO PLUMBING PLAN. 23 BRACING WITH PLASTIC LAMINATE FINISH. 24 SOLID SURFACE COUNTERTOP. 25 SOLID SURFACE BACKSPLASH. 26 STAINLESS BUILT IN RECYCLING BIN AND TRASH CHUTE W/RIM, 6" ROUND OPENING, 2" MIN. HIGH. 27 1/4" WIDE x 1/2" DEEP VERTICAL REVEAL. 28 ELECTRICAL / DATA OUTLETS. FIELD COORDINATE LOCATION 29 LAQUERED WOOD FRAMED MIRROR. 30 PLUMBING FIXTURE REFER TO PLUMBING PLANS. 31 QUICK PARTS BINS SUPPLIED BY OWNER. VERIFY OPENING SIZE IN CABINET WITH QUICK PARTS BIN VENDOR, PRIOR TO FABRICATION. 32 UNDERCOUNTER REFRIGERATOR BY OWNER, "U -LINE 2175 R ECHELON" 5.7 CU. FT. BUILT IN UNDERCOUNTER REFRIGERATOR OR EQUAL. 33 COFFEE MACHINE BY OWNER, VERIFY SIZE AND CLEARANCE REQUIRED. 34 MILLWORK BY FURNITURE VENDOR. COORDINATE POWER/DATA REQUIREMENTS WITH USER. 35 STRIP LIGHT UNDER CABINET. 36 1x3 TRIM FINISH AS ADJOINING SURFACE. 37 3/4" PLYWOOD REMOVABLE ACCESS PANEL ON WOOD BLOCKING AS REQUIRED. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL. 38 GRAPHIC PANEL BY OTHERS, BOTTOM AT 50" A.F.F. 39 WOOD LAMINATE FINISHED SURFACE. 40 DISPLAY UNIT AND SHELVES BY OTHERS, TOP OF WALL MOUNTING BRACKET AT 39" A.F.F. FIXINGS TO FIT VENDOR'S WALL BRACKET MOUNTING REQUIREMENTS. WALL SUBSTRATE AND FIXINGS TO BE ABLE TO CARRY THE WEIGHT OF THE DISPLAY UNIT. (155 LBS) LAMINATE/SOLID SURFACE SCHEDULE XX -X REFER TO SHEET A3.0 FOR FINISH SCHEDULE IV nTG ALL CABINETRY PLANS AND DETAILS ARE INTENDED TO EXPRESS THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL SUBMIT DETAILED PLANS FROM THE CABINET MAKER TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 U) Z O L CS w N � w z a r >N 0 LE '"r 500 1 ui� L C J� D D O 0 CONTRACT DATE: MAY 6, 2011 W � U c Z) I 00 �0o Z Q C14 `. Z J W Z LL V) W LLI Z Z Q - _o C.L J -kj ( O W 0 • � o (Do Z?=Z Q ci o z O n INTERIOR ELEVATIONS, SECTIONS, DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. A6.2 z 0 it U W 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 H1 H2 H2 H2 H2 H2 H1 A5.3 A5.3 A5.3 A5.3 A5.3 A5.3 A5.3 6'-B" z qc H2 \ H2 H2 \ \ H2 \\ // H 2 \ / H2 / _ w Z O J1 J1 \ / o 0 0 \ / o A5.3 \ / oO f 6 o cn 5.3 0 5.3 o A5.3 z I 1 ao /X\ ao 1 Z /\ 00 \ i� r 0O rr / \ � ,r V) W - o /71 0 S�2 2 \\ / O O /,Y-/" ILI / D 0 S2 S2 w 5.3 5.3 2 -EQ. PANELS 3'-0" 3 -EQ. PANELS 3'-0" 2 -EQ. PANELS 3'-0" 2 -EQ. PANELS 3'-0" 3'-0" [2'-8 1/2" 4 OF 5 -EQ. PANELS 3'-0" 1 OF 5 -EQ. 10 PANELS a " " 9'-3 3/8" 13'-5 5/8" 9'-0" 1 -9 1/1" 9'-11 5-9 1 /2 19'-0" Ir W11 N o� rn TYPE W1 TYPE W2 TYPE W3 TYPE W4 TYPE W5 TYPE W6 TYPE W7 TYPE W16 SERVICE ADVISORS SERVICE MANAGER SALES H5 SALES MANAGER F & I H2 SALES DEALER OFFICE PREP MGR 1 WARRANTY A5.3 DEALER OFFICE H2 H5 A5.3 A5.3 tFIF _ A5.3 H2 H2 H2 FIRE SHUTTER T A5.3 A5.3 r/ \ E SHUTTER FIRE SHUTTELdR r \ 200 2 Z U / _ I / \ EAJ5 W / H2 H2 o J5 J7 J2 00 / ` I r is (0 r Q J r H rJ 2-'N I I J2 r 0 1 O \\ r A5.3 Q' I \ , 00 / 00 04'-0 11 -4 3 -EQ. PANELS3 3 4-8 "T-4" \ O 2\\ O 3 3 O O O S2 S2 H1 A5.3 A5.3 A5.3 1 OF 4 -EQ. 3'-0" 3 OF 4 -EQ. PANELS 2 -EQ. PANELS 2'-0" 3'-O" 6 -EQ. PANELS 1'-11" 6'-0" 1'-11" PANELS 7'-0" 22'-0" 17'-2 3/4" 9'-10" F.V. Ir Ir TYPE W8 TYPE W9 TYPE W10 TYPE W11 TYPE W12 (2 REQ'D) TYPE W13 TYPE W14 TYPE W15 TYPE W17 CIS SALES MANAGER SERVICE ADVISORS CUSTOMER WAITING CUSTOMER WAITING PARTS MANAGER VESTIBULE VESTIBULE SERVICE MGR NEW CAR DELIVERY �_ IT INTERIOR GLAZING �w SCALE: 1/4"=1'-0" / C \ \ o (� \� 1 ' \ 00 \ O 62'-4 1/2" 27'-5" gzv 3 O 4'-0" 4'-0" 4 -EQ. PANELS ^� I II II C ccII II �I --- ------ - - ---- --- - ---- ---------I�---- - ------ - -- -_______ ____________ �- __---------- - ----- ---- ,---- --- -- ----- ---- r ------------- ---- -fir--- - --- -------------- - ----------------------- - --- ---- - -I --- T I � TYPE W18 II II I T J III NEW CAR DELIVERY I; I I II II II IIIA II II I I ; II II II -- ------j, ---- ---- ---IIIIrIII / -�- --- Z ------- ------ --- -------- ----------- O--8--- ------ -----/------------ ---�----- iIIIlIYIII / -T - --�- -------/--�IIIIIIIIIIL✓I 1--------------_rnI 1--�-lI iII -------- ------ ------------ -- -__- ---- ---- -------- -- __----------- r -7 ----------- -- ------ ----- ---- -------IIIIiII(Il /-/ ---/ 7--/1-- - ---- - - -- - - ---_- ----_- 7- / ---- ------ - ------ J -- - --- TY - -- --- -_ _- e . IN F W I I II I I _ - KEY NOTES i' -------------- -------------�--- ------ r--- ------ ----------- - - - r----- - - ------ - i- -- -- - - ��- - - - �� -------�- -- ----- 1 T 8 5/16" r T � O 1 /4 THICK CLEAR / GLAZING, TEMPERED AS REQ'D BY CODE. FRAMING SYSTEM SHALL BE KAWNEER SERIES TRIFAB 400 WITH CLEAR ANODIZED E 1xIALUMINUM FINISH. ________-- zj ----------- --------I ------ - ---- - - --- --- - - ---- ---�r- --- - --- --- ------ ---------J-z- --------- - ---�L -------- ---------_--------- ------ - DOOR AS SCHEDULED. x I i / I � III II f II II i i 1/2" THICK, CLEAR BUTT GLAZED GLASS PANELS, TEMPERED AS REQ'D 0 E FRAMING SYSTEM SHALL RECEIVE CLEAR ANODIZED ALUMINUM ------ ------------1-- - ------ ---------L-L'I---------- �I /-------- ----� --' - ----------------- --- Y CODE. 1/ - --- ----- ------- FINISH. li II II ii Ii Iii I ' \ O4 3/8" THICK CLEAR GLAZING, TEMPERED AS REQ'D BY CODE. FRAMING CONTRACT DATE: SYSTEM SHALL BE KAWNEER SERIES TRI -FAB 450 WITH CLEAR MAY 6, 2011 ANODIZED ALUMINUM FINISH. 62'-5 15/16" 17'-8 5/16" 9'-7 1/8" O5 CURTAINWALL KAWNEER SERIES 1600 OR EQUAL WITH CLEAR ANODIZED ALUMINUM FINISH. 89'-9 3/8" O O6 3/8" THK. CLEAR GLAZING TEMPERED AS REQUIRED BY CODE, IN H.M. W FRAME♦ ; j O7 DOOR TO BE KAWNEER SERIES 350=1R WITH CLEAR ANODIZED ALUMINUM Z U 00 TYPE W19 FINISH. Lu t o FEATURE GLASS WALL (FGW) O8 OLDCASTLE CLEAR GLASS (GL -2) PATTERNED ONLY, HURRICANE, 2 ^ U OVERALL NOMINAL THICKNESS 1 3/16", IN OLDCASTLE CW844 H3 H3 FRAMING SYSTEM, CONSISTING OFF: 7 Q 0 A5.3 A5.3 L 1. OUTBOARD LITE: N • Z a) LOW -IRON GLASS 1/4", 6 mm THK. (PPG STARFIRE OR EQ.) b) CLEAR LOW -E ON # 2 SURFACE (PPG SOLARBAN OR EQ.) uJ z Z Z iuj J3 J3 2. 1/2", 13 mm SPACER (AIR FILLED) W Z Q UJ 10'-1 1/4" 8'-8" 3. INBOARD LITE: CL _j y a) LOW IRON GLASS 3/16", 5 mm THK. (PPG STARFIRE OR EQ.)Q = 00 H7 b) UNIQUE IREDI LINE PATTERN ON #4 SURFACE (OPAQUE WHITE Z _ A5.3 A5.3 CERAMIC FRITT) W o H3 H4 H3 _ c) CLEAR INTERLAYER 0.06", 0.15 mm (CLEAR PVB OR EQ.) o , d) LOW IRON GLASS 3/16 5 mm (PPG STARFIRE OR EQ.) 3: O A5.3 A5.3 A5.3 5 I o \ Z = Z iv o , \ 4. SEALANT: z C° cD r/ ` WHERE POSSIBLE ALL SEALANT USED FOR GLASS PANELS W 0 J5 00 , \ SHOULD MATCH DOW -CORNING 795 GRAY OR 995 GRAY. W U I Z J J3 00 J400J3�00 5. SETTING BLOCKS: �` A5.3 A5.3 A5.3 J3 ALL SETTING BLOCKS TO BE COMPATIBLE WITH SEALANT TO Z 4 O 911 O 4 o a, a, A5.3 \ , a, EVENT DISCOLORATION. W 0 O i� \ ' O CURTAINWALL: CW644 3"x8 7/16" ALUMINUM 4 -SIDED STRUCTURAL / SILICONE GLAZE CURTAIN WALL FULLY FABRICATED FROM THE S5 S3 S4 S3 \ A5.3 � A5.3� A5.3 � A5.3 MANUFACTURER FOR GLAZING SUBCONTRACTOR INSTALLATION. 8'-8" I 8'-0" I 4,-0" I 4,-8„ I 5 \ 7 ;� M p5 \ / \ / 1 S7 S7 8'-4" A5.3 A5.3 GENERAL NOTES 9'-4" '-1 1/4' 6'-0" 2'-0" 1. FEATURE GLASS WALL/CURTAIN WALL/STOREFRONT MANUFACTURER SHALL PROVIDE CURTAINWALL DESIGN TO WITHSTAND 100 MPH WIND LOAD. SPECIFIC WIND LOAD REQUIREMENTS SHALL BE INTEGRAL IN THE WINDOW FRAMING SYSTEM. REFER TO STRUCTURAL DRAWINGS FOR TYPE W20 TYPE W21 TYPE W22 TYPE W23 TYPE W24 TYPE W25 TYPE W26 CLADDING WIND LOADS. INSTALL FASTENERS AND BLOCKING PER DESIGN ENGINEER'S REQUIREMENTS. ENGINEERED CURTAINWALL SYSTEM SERVICE DRIVE TECH BREAK ROOM PREP. MANAGER SALES SHOWROOM LOBBY VESTIBULE DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED TO OWNER, ARCHITECT AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION. DRAWINGS AND CALCULATIONS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA PRIOR TO SUBMITTAL. EXTERIOR/INTERIOR 2. FEATURE GLASS WALL/CURTAINWALL/STOREFRONT MANUFACTURER zh WINDOW ELEVATIONS EXTERIOR GLAZING SHALL FIELD VERIFY ALL OPENING SIZES PRIOR TO FABRICATION. SCALE: 1/4"=1 I-011 DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SHEET N0. SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT A8.0 WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. a 8 C n� n • � � cam.,, _ _ ei W-4100 "Aft (6) CU MARK SIZE DEPTH 1 08'-0" F1 24" x CONT. 12" 24" B.F.F. 3 #5 CONT. #3 0 16" TRANSV. F2 28" x CONT. 12" 24" B.F.F. 3 #5 CONT. #3 ® 16" TRANSV. 100'-0" 30" x CONT. 12" 1 4 #5 CONT. #3 ® 16" TRANSV. 37'-4 ^ I 38'-8" I 32'-0" 32" x CONT. 12" 24" B.F.F. 4 #5 CONT. #3 016" TRANV. 8'-4" 36 x CONT. 6'-8n 24" B.F.F. 5 #5 CONT. #3 @ 16" TRANV. F6 . ` -:'`_'tel.`-`�.?.-/2 . -1 12" 17 -2 1 /2" 6 #5 CONT. #3 @ 16" TRANV. 5'-0 3'-4" 4'-0" x 4'-0" 16" 24" B.F.F. 5 #5 EA WAY BOT F8 5'-6" x 5'-6" 16" 24" B.F.F. 6 #5 EA WAY BOT F9 6'-0" x 6'-0" 16" 24" B.F.F. 7 #5 EA WAY BOT. F10 6'-6" x 6'-6" 16" 8" B.F.F. 0 m F11 7'-0" x 7'-0" 5'-4.I•• `.. Z. n -8"'-0"' 12' 8 #5 EA WAY BOT. F12 2'-6" x 2'-6" 3's 3. -4"'' 5 3 29'-4" ` 12" T.O.F.F. 4 #5 EA WAY BOT. F14 30" x CONT. 16" T.O.F.F. 4 #5 CONT. #3 ® 16" TRANSV. F15 12" x CONT. 12" w 2#5 CONT. F16 F15 12" 8" A.F.F. n 3,n - . 2 2 12 . 9 - " n _ :. o � --------- -- m �. I - -:+ ----------I -- --------------- A -- � A A '� Q� 7;;F1 I I F1 I I I - - - - - - - Q'ti - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - F1 2 _- - k • :. :• .. 1 F7 I 1 I I ® I F2 I I I 1-:°: 11 t„_ { `r° I I I I F5 �� I 11 I I F1 I .:J'. o �' N n 12-4 1 I 1 F15 2 S6.0 I I I I b I I 4 3 co F1 F12 F12 I M I I I F12 bo F12 I F12 I I 1 _1 - °' - - -4 N I L I I I fl _ a T.O. GRATE 1 _ __ - t,_�# 1 1 - - - - 7 T.O. GRAT --(-- - - k :. 2 I I I I I IL�J I I 1 - - - - - - _=0 I ..,., 1.: �; I 6 ��'i-�+ I S5.0 5 14 X V-5 1 /2f' 8'-6 1 /8" 16'-7 1 /2" I I ° I-__ - 1 x I I n - 3-4 2 20'-0"1 'ZI ) 00 ..: .. •. J ::k' I F12 I I F1 I I `I 0 Jz' - - - - - - A - - - - - - A - - - - - LIF I I I I 8 S6.1 I- F11 - F12 F12 1 1 8�1 I I I I L J I I I - - - - - I .:..: '. .:00 iv N ( I I F3 F16 + 5`'�' 1 +3�- g`�� �' N 1 9 N TYP. 5 F13 S6.1 I 1 'v I 1 3'-4'1 o _ I 13 S5.0 1 ,° °, _l_ G a 9 t° l C1 I,:- _ 't - ,�I I I I I 2 1':F f :: I. - - - �--- - \g - - - -+��" I I ( I F6 ° TYP. I I I F5 7 F1 N _ 10 8" r G 1 L J I L F16 �g I F11 �- - 14 I ( u F2 F13 I I - J F12 I 1 - - - - - - - - - - - - - - _ I I I 9 TYP. ' = al k I 14- co � 9 1 TYP. I I I k x I I I F12 L _ J I 10 �- -- a YP Q TYP. - --_ .:_ _va A L F8 F16 +g\� `� I I I 6 I I S6.1 b I i ° • I I S5 0 I 2 I I :: _ �+ 5 .jI 5 •� T.O. CONC. SLAB 1 � " I N F13 I REF ELEV. 0 -0 1 F12 I I I I I° I I I � T.O. CONC. SLAB I REF. ELEV. 0'-0" I I I i ,j1 1 7 " 2'-10" , L-�� N ` I ND co - N - I - -- 1- L J I L F16 1 4 3 N I i F12 I 4 I I I I J -1L - J L i I ❑ ° I _ 4 w _� _ v i I I I I I.: _ k+0 r\� -�- I - N �, �+ I F11 I 14 I I 1 13 I V S5.0 I - - _ - - - - I I N F13 I I I I I 1 hya _ -- - - -� I I I I I 1 -- -- - I: M �� 15\,pro I F1 s ! -\,�c6 +�+ ' - - - 14 + i s5. o 4 -- -� - - - I F12 F12 i � F_ 7 I I s.1 L.. _ L � I I I 11 � S6.0 J o - I - I (m'•> I I J L J LJ 1'-6 1/ I" 13'-7 3/4 10'-3 3/4" (11'j6- I I I I >g I I I I i ;: _ I I I I r--� I I I I 1 o I/12/6 S6.1 I S61 I.0 I l i I I L _jI L F16 1 c? I F2 I I I I 1 c� "' L --J L --J �----J bo I I \ N I '�? 9 I I 1 F13 TYP. I 3 I 1 I I I fl t 1 ►i 18�-4n E IF 5'-0" - -- 1 VERIF`k F5 ---- ---- 7'-4" 9,�^ I c c� i 1 F- - 5 15 O � o +�+ g F11 - 14 O I J L I I I °:. a I I 11 11 13 S6.1 ss.1 Fl s5 0 - - - I N 1 + k I - I I - -- - - - - - - - - - - - - - RECESSED SLAB - I 0 3/8" 8-4 10'-8" L t - �� F16 �fp I 1 L - - � 1 FILLED CELL EA. SIDE I , I _ OF OPNG S TYP. U.N.O. I I I I - I 12 S5.0- 9 TYP. e VERIFY D PTH I I I I Q o �_ F10 ��5 R489'-6 1/2" X55 I n r' n ( 11-4 3'-4" " 11-8 F12 I I ---- ---- -----J -- �- - - N I F14 L J L F16 `" I N I - - - - I - - --- - --� I i o- t -a r.,; t' -'I I -l_. r. sO.o I Q� I F1 I WALL I FTG. CO.- ::. - �-t`'\ +g\'`� I r, $+ N I +�\ I I 1 F12 I F1 I F2 1 1- - - - - - - - N I �F5 I I I s6.2 I F10 �� F16 F11 - 14 I L -- I . ` • I 14'-4" 10'-8" 7 1/2" ' I I T- I 7 I �' 77 Q' 2 I ss.2 I K 1 �, o I I �� rb o T.O. CONC. SLAB S6.1 I I F6 ° co ------°°� L ----J 1 I g5� 5��+ 1 15 F16 I 10'-7 1/2" 4'-2" � I REF. ELEV. 0'-0" 0 14 0 1 15'-4" 11'-8" I 0o N I I I ao N I I t. I- 8"fin--, 1 4 Ila L- -J M 5 bo S6.2 CID IN �, Flo I iv 4 3 N , I1 I I CJ I I.:I I I I :- I r ,, F5 ( I I 3 co I I kl- G F8 1 � F1 I 13 A F9 F4 S5.0 �12 F4 I I I 1 - I °I - - - - - - - - - ° _ _ I I S6.2 I _ L ---J I 1 5'-3- 10'-0" L-- I I ` I I I - , �--- I y�-- 1 _- T.O. GRATE „ r I I 11 _ -- L---- - --- 'q, --- -�------{----- -----�-------- --------- -------j----� r- --- -------- ---- --- -----� 1 - -�-- - - ----------------- � � I I ,--�, -- .1---- 1 1 -- - + - t o I t__---1 = `t I I I�----t --- r I L----- 4 - - ih 1 ��» ' 1 '-0 9'-4" 7 � I I I 11'-4" I I I I L- - J 1 43' 0" 1 I I r7 1 I 12'-0" 30 �n I M I I F6 - I I I- �:`. I .o 30,-4„ `' I 11 I -, ;y - 14'-0" Q I . I I �° F1 S6.2 I I I _ S5 0 I 2 I ' n 8'-0' 4 8'-D" 0 ss.o I ,---- _ ----- M - - LLI - L ------ ------J I --- - - - I - -- - I-- - I 2 - �, - ---r� -------,------ --,---- 2 - - ---- -- -- - - --------- ---------- ------- D dco I 19'-4"- I I 4 -8" I I I I N F15 •. k:::....: ..� ,k.:. �: `.:.I I 7 I 7 I B -4:.. 3:;4�� , : o , .: i� 22'-8" 1 16'-0" 3'-0" 3'-4" 23'-4" 25'-0n T.O. RATE T. GRATE o co - - - - - T - - - - °° � 3 0 I ,..: " ... k. F1 M I I I I I 2 i T.O. CONC. SLAB- REF. ELEV. 0'-0 » F1 M I ... - . SL. -DN:...' .:.60 1 `fi � O 00 co v04 , 1 56.0 N 7 ED bo -•y I. - - - J. _ FOUNDATION PLAN 0 0 SCALE: 1/8"=l' -O" 8A) 1 2 A F7 F2 I A F7 _ � I ... I _ . - "'-I-- L------ --------------- ---- -- _Y E -- ---- ---- -- --- -- - 7. F2 1 I 8'-0" 22'-8" F2 I 78'-0" 854^ 6 ;n : 3'-4".: :4'. S6.2 8'-0" 100'-0" I L2) U 4A 6 S5.0 U U f. r% /% TT w 1 A� 0-, A� 1 1 r r\ 1 1 1 r rVV MVV 0%. rICVVLC MARK SIZE DEPTH TOP OF FTG. REINFORCING F1 24" x CONT. 12" 24" B.F.F. 3 #5 CONT. #3 0 16" TRANSV. F2 28" x CONT. 12" 24" B.F.F. 3 #5 CONT. #3 ® 16" TRANSV. F3 30" x CONT. 12" 24" B.F.F. 4 #5 CONT. #3 ® 16" TRANSV. F4 32" x CONT. 12" 24" B.F.F. 4 #5 CONT. #3 016" TRANV. F5 36 x CONT. 12 24" B.F.F. 5 #5 CONT. #3 @ 16" TRANV. F6 48" CONT. 12" 24" B.F.F. 6 #5 CONT. #3 @ 16" TRANV. F7 4'-0" x 4'-0" 16" 24" B.F.F. 5 #5 EA WAY BOT F8 5'-6" x 5'-6" 16" 24" B.F.F. 6 #5 EA WAY BOT F9 6'-0" x 6'-0" 16" 24" B.F.F. 7 #5 EA WAY BOT. F10 6'-6" x 6'-6" 16" 8" B.F.F. 7 #5 EA WAY BOT. F11 7'-0" x 7'-0" 16" 8" B.F.F. 8 #5 EA WAY BOT. F12 2'-6" x 2'-6" 12" T.O.F.F. 3 #5 EA WAY BOT. F13 3'-6" x S-6" 12" T.O.F.F. 4 #5 EA WAY BOT. F14 30" x CONT. 16" T.O.F.F. 4 #5 CONT. #3 ® 16" TRANSV. F15 12" x CONT. 12" w 2#5 CONT. F16 2'-6" x 2'-6" 12" 8" A.F.F. 3#5 EA. WAY BOT. GENERAL NOTES 1. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL UNDERSLAB CONDUITS, PIPES, AND AIR LINES FOR LIFTS AND ALIGNMENT RACKS. 2. VERTICAL CONTROL JOINTS SHALL BE SPACED NOT TO EXCEED 20'-0" O.C. LOCATE JOINTS ADJACENT TO OPENINGS, WALL INTERSECTIONS, OR CHANGES IN ELEVATION. COORDINATE LOCATIONS W/ ARCHITECT. 3. REVIEW AND COORDINATE ALL UNDERSLAB WORK WITH SUB -TRADES, I.E. UNDERSLAB PLUMBING, ELECTRICAL AND MECHANICAL ITEMS. 4. ALL LINTELS ARE 12F16 -2B UNLESS NOTED OTHERWISE. 5. REFER TO FLOOR PLAN, EXTERIOR ELEVATIONS AND MECHANICAL PLANS FOR LOCATIONS OF WALL OPENINGS LOCATED ABOVE FINISHED FLOOR. 6. ALL EXPOSED CONCRETE SLAB IN THE SERVICE AREA SHALL BE INSTALLED WITH A CONCRETE HARDENER AND A POLISHED FINISH. 7. ALL CMU WALLS SHALL HAVE No. 9 HORIZONTAL JOINT REINFORCING AT EVERY 2ND COURSE (16") 1/r\/ A1/1TrP+ ISE I IVIJ I CJ 01 6" THK. 3,500 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINFORCED WITH 6"x6"xW2.9xW2.9 WWF ON 10 MIL VAPOR BARRIER. SLOPE CONCRETE APRON DOWN AWAY FROM BLDG. COORDINATE THE T.O. PAVEMENT ELEVATION W/THE CIVIL DRAWINGS. O2 BOLLARD, SEE DETAIL 1/S5.1. O3 4" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. W/6x6 10/10 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. O4 6" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. W/6x6 2.9 x 2.9 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. O5 INDICATES (1) #5 VERTICAL REINF. BAR IN 3,000 PSI CONCRETE FILLED CELLS, SPACED 48" O.C. TYPICAL FOR ALL 8" THICK C.M.U. WALLS. O6 (1) #7 VERTICAL REINF. IN 3,000 PSI CONCRETE FILLED CELLS. O7 SLOPE CONCRETE SLAB DOWN AT DOOR OPENING 3/4" TO EXTERIOR OF BUILDING, REFER TO SECTION 5/S4.0. O8 BELOW SLAB FUME EXHAUST SYSTEM , REFER TO MECHANICAL PLANS. n9 SAW -CUT CONTROL JOINT, TYPICAL. 10 IN GROUND LIFT BY EQUIPMENT SUPPLIER, COORDINATE INSTALLATION W/EQUIPMENT SUPPLIER. 11 OIL/WATER SEPARATOR DRAIN. SLOPE SLAB DOWN TO DRAIN FOR ADDITIONAL INFORMATION REFER TO PLUMBING DRAWINGS. 12 SLOPE CONCRETE FLOOR DOWN TOWARDS DRAIN. 13 6" THK. 3,000 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINF. W/6x6 2.9 x 2.9 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. 14 HSS8x8x3/8" W/ 3/4"x14"x1'-2" BASE PLATE W/ (4) 3/4"0 A.B. W/ 12" EMBED (5 REQ'D) 15 HSS8x8x3/8" W/ 3/4"x14"x1'-2" BASE PLATE W/ (4) 3/4"0 A.B. W/ 12" EMBED AND 3/4"x12"x16" CAP PLATE W/ (4) 1/2"Ox6"LG HD STUDS (4 REQ'D) .. ... . . .. . . .. Ism, m i•�i'�i��'� Di!rw s�t�� 0 PILASTER/COLUMN KEY NOTES 01 12"x16" CONC. COL. W/ 8 #5 VERT, #3 TIES 12" 0/C. O 12"x24" PILASTER W/ 6 #5 VERT, ALT. BLOCK COURSING. O3 12"x16" PILASTER W/ 4 #5 VERT. O4 12"x32" PILASTER W/ 8 #5 VERT. O 12"x16" PILASTER W/ 2 #5 VERT. PILASTER/ COLUMN DETAILS SCALE: 1 "=1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 cn z 0 w a_ r �J w a mow` o Z z w i ) 0 �w 0 � C I a C uj J� iE D x v o # D CONTRACT DATE: MAY 6, 2011 c� W � U jz I 00 W ��o z r • _' z Z N W W z Q �_ Z ri CL J UI C�lO_ zZ � pj 0 w o 0 �n • o v Z o z - = ZLr- f U �^Z:� X1..1. � VJ wo t i FOUNDATION PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. sto z 0 U w 0 0 z w 0 a o � m 2 3 8'- 9 1/2" I 37'- 4" I I 21'- 5 1/2" - BM BRG PLATE 1/2"x8"x1'-0" W/ 4 1/2"0 x6" LG HD STUDS 4B 4D 4C 26- 6 1/2" 1 22'- 2 1/2" 17'- 2 112" i 5'-0" 31 i 4- 23'- 8" 75'- 0" 25'-0" Q C V �o "BRIDGE" FRAMING PLAN 8 �y SCALE: 1/8"=1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 5 6 I, 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -1 1 } Q uj Y CONTRACT DATE: MAY 6, 2011 STEEL FRAMING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S2.0 cfl Uoc Lu L _ �n� 00 -moo U .-. v � Q N _Z/ li W • z J `` z Ld Z Q z LI Z g o J CL Z J O 00 Lr) Z W pj r- o o 'w vZ • 0 o z Z — = Q o z � J n �/ U) O STEEL FRAMING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S2.0 4" PRECAST CONCRETE TOP SLOPED ON BOTH SIDES SEE PLAN FOR VERT. REINF. LOCATION. TO BE USED AT CONTRACTOR'S' OPTION AT ANY CONTROL JOINT CONTINUOUS K.O. C.M.U. WALL REFER TO LOCATION BLOCK WITH (1) # 5 FLOOR PLAN FOR TYPE 3/16" SAW -CUT JOINTL 4 < HOINIFONTAL JOIANT CUT AS SOON AS 3/4" CONTROL JOINT POSSIBLE AFTER po CONT. JOINT FROM TOP/FTG. TO SEE PLAN FOR VERT. MATERIAL. 16"0. C. TROWELLING zi BOTT./ROOF TIE BEAM f a REINF. LOCATION. w LINE 1/2 CAVITY W/ (DISCONT. AT ALL MASONRY OR REFER TO POURED REINF. CONC. FILL JOINT WITHCLIP ANGLE BY a o "" . BUILDING PAPER &FILL CONC. TIE BEAMS). RAKE JOINT FOUNDATION FLOOR SLAB, REFER TO LIQUID SEALER ,;; z 1 1/2 STAIR MFRREINFORCING HORIZONTAL IAT W/ MORTAR &CAULK. PLAN FOR PLAN W WWF N (1) #5 CONT. AT EACH SIDE OF SLAB REINF. o JOINT ICMU HEADER BLOCK z � 16"O. C. VERTICALLY Q Q . = `w • • 8" C.M.U. WALL WITH t HORIZONTAL STRUCK w w In JOINTS z F _ W. W.F. _ N �DISCONT. JOINT REINFORCING AT " CUT EVERY OTHER MASONRY CONTROL JOINT EXPAN. BOLTS (2) #5 WIRE AT JOINT BOTT. CONT. - T'z) NOTES: 1_4COORDINATE LOCATION WITH ARCHITECTURAL1• (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). MAX. SPACING = 20'-0" U.N.O. ®o2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES NOT REACH.REFER TO 3" CLR. 3• PLACE REINFORCING 1 1/2" CLEAR FROM TOP.0 INSCHEDULE REFER TO 3 R. FOOTING SCHEDULE 1 CONTROL JOINT CONSTRUCTION JOINT (:D�A SONRY CONTROL JOINT 4 TYPB. ASE OF STAIRS DETAIL S INTERIOR WALL SECTION 6 TYP. EXTERIOR WALL FOOTING SCALE: 1 1 /2 =l -0 SCALE: 1 1 /2 SCALE: 1 1 /2" = 1'-0" SCALE: 3/4 1 -O SCALE: 3/4 1 -0 SCALE: 3/4 1'-0 1 1/2" EQ. EQ. Lt 1/2" N REFER TO FRAME ANCHOR TO BE FOUNDATION (1) # PLAN FOR SLAB'01 BENT 45� DOWNWARD REINF. wc3 COLUMN SIZE 0 2/3 1 /3 EQ. EQ. ci .111, 1 11 w BASE > w/ (4) A307 90,. STANDARD HOOK < Y- • _ • • 2tt 30� LAP 4 N ANCHOR REFER TO CONC. OR MAS. 1 # 5 CONT. • [D© SCHEDULE TIE BEAM — SEE 90 STD ACI PLAN F --:HOOK AT ENDS C-4yV W F coBEAM SPLIC AS OF BEAM ;;•+; iY ,o o REQ'j. a:.;:: .' • '� _ L 0D EQ. EQ. 1 /2tt 1 1 1/2" /2.. ... — < ` �,•y " r�_#3STIRRUPS.x v.,a5 .a, .\ wr . y,,, o^ WHERE NECESSARY ` SPLICE TOP STEEL N LIFT UNIT & CONTAINER �;.y,<:�• .,••, 1• e�w• F- AT MID SPAN - ; .�„•" .,;�+���^.•�• + � 1'-4 2 SEE PLAN FOR CLEAN PEA GRAVEL �,;<,,, �f;,4•}% z EXTEND BOT BARS �i;,wht; ,�!.�na�wt;.!� U.N.O. STIRRUP SPACING O' yy •1 , .may O „ Lid F FILL ,;,�;,, •,Y+��:• 6 OVER SUPPORT UNLESS :. •. _ BARS ARE CONTINUOUS o' OPEN OPEN N MASONRY WALL PER e PLAN J ti y. � TURN HALF BLOCK ON 1 1/2" ITS SIDE EVERY OTHER M zo CLR. (TO COURSE TO ALLOW ;� CONCRETE POUR TO BE REFER TO w TIES _ KEYED INTO MASONRY FOOTING 3 R. '— SCHEDULE COLUMN SIZE REFER TO FOUNDATION PLAN FOR SLAB REINF. 1/2" COL. ISOLATION JOINT < 7 TYP. EXTERIOR WALL FTG. @WALL OPG. 8 IN GROUND LIFT FOOTING 9 TYP. POURED CONCRETE BEAM REINF. DETAIL SCALE: 3/4 = 1 —0 N.T.S. N.T.S. CV 01 1/2" 2N.S. GROUT CONCRETE OR / MASONRY TIE BEAM SEE PLAN FOR VERT. 4 —SEE PLAN (REINF. SEE SCHEDULES REINF. LOCATION. w ANCHOR BOLTS © NOT SHOWN FOR FOR FOOTING & CLARITY) COLUMN SIZES & REINFORCING HORIZONTAL JOINT REFER TO C.M.U. WALL JAMB BEYOND C.M.U. WALL REFER TO �• � ` � � � ` � � v C.M.U. WALL JAMB BEYOND SECTION CUT FLOOR PLAN FOR TYPE REINFORCING AT FOOTING SLOPE SLAB DOWN SECTION CUT"" STOREFRONT FRAMING 16' O.C. SCHEDULE 3 CLR. 3/4" TO EXTERIOR _ 1 # 5 CONT. EXPANSION MATERIAL WWF CONTROL JOINT < CONTROL JOINT MATERIAL. ISLa -- --- -- - ---EXPANSION STEEL COLUMN BASE PLATE SCHEDULE COLUMN SIZE BASE PLATE © ANCHOR BOLTS © EMBED LGTH. QD HSS 8x8x3 8 REFER TO FOUNDATION PLAN HSS 3x3x3 16 3/8% 9"x 9" 4-1 2"0 A.B. x 12" LG. 12" LG. 00 z `� 3" CLR. U M FOOTING 33' G R. FOOTING 3T7ER. REFER TO SCHEDULE SCHEDULE FOOTING 3 R. SCHEDULE TYP. EXTERIOR WALL FTG: ,@ OVERH D. DR. i i TYP. EXTERIOR WALL FTG. @STOREFRONT i TYP. INTERIOR WALL FTG. @WALL OPG. i TYP. INTERIOR WALL FTG. 14 TYP: STEEL COLUMN DETAIL i S TYP. POURED CONC. COLUMN DETAIL DETAIL*SCALE. SCALE: 3/4" = 1'-0" 11 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0" 1 SCALE: 3/4" = 1'-0" N.T.S. N.T.S. WALL 1'-2" 1'-2" BOLLARD BOLLARD STEP BOND BEAM CONTINUOUS DECK PLAN TO FOLLOW ROOF ANGLE L4x4x1/4 WITH SLOPE 1/2" DIA. EPDX ANCHORS ® 24" O.C. I- I CONTINUOUS 2x2x1/4" STEEL ANGLE PAINTED SAFETY CONCRETE OR MASONRY 4" SCH. 40 STEEL PIPE YELLOW W/ 3/8" DIA. x 3" TIE—BEAM, REFER TO I< I FILLED W/ CONC. & LONG STEEL STUD ANCHORS STRUCTURAL STAMPED CONC. I I PAINTED YELLOW SPACED 12" O.C. COLUMN/BEAM ELEVATION FINISH I I DRAWINGS .�_ � . . TOOLED CONTROL I<` JOINT 6" STAMPED CONC. I I CONC. SLAB w NOTE: Q PROVIDE 8" BEARING EA. > ° (l) +'5 CONT. FINISH I I m a END OF LINTEL. NOTCH BEND #5 BARS ENDS TO ALLOW VERT. ° V) REINF. TO BE CONTIN. ° � SPACE 12" O.C. LLJ Of a PRECAST CONCRETE Q o U -LINTEL, REFER TO W.W.F.►� w STRUCTURAL 8" I I 3,000 P.S.I. CONC, TYP. >_\ COLUMN/BEAM ELEVATION REFER STRUCTURAL L_ DRAWINGS & LINTEL COLUMN// BEAM ELEVATION E SCHEDULE DRAWINGS > 1'-10" 2'-0 MIN. STEP TYP. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, TYP. EXT. WALK @DISPLAY PLANT AREA BOLLARD DETAIL SLAECESS @ALIGNMENT RACK TYP. LINTEL DETAIL TYP. STEP @ C.M.U. BOND BEAM COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 1G " - '- " i 'r - '- " i p i n - �O WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND VSCALE: 3/4 - 1 0 1 SCALE: 3/4 1 0 1 O N.T.S�BR 1 7 SCALE: 1 1 /2 - 1 0 SCALE: 1 1 /2 = 1 -0 PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 N z 0 Ln w � , k w w'! � _j z y Y 10 1 �w vJ I Lu L .0 O O O I a CONTRACT DATE: MAY 6, 2011 r ■ W Ln U j Z `� I r"U N Z Q �/ • v z J W Z `L N W Z Z Q J Z g CL J Ur' o Z = Zg�0 W 0 (D >_0 Z Z = �WyJ U z :D w v! O STRUCTURAL DETAILS s DESIGNED BY: DRAWN BY: CHECKED BY: 1 t JOB NO. 2011-21 SHEET NO. S5.0 0 a U W 0 0 L3" 3" 14" 3/8"0 LAG BOLTS 4" FROM EACH CORNER & 24" O.C. MAX. (MIN. 3 PER SIDE) RTU TYP. ALL 4 SIDES. JOIST TOP T - CHORD CD z g ROOFING SYSTEM ROOF TOP SEE CURB ARCHITECTURAL L4" x 4" x 1/4!--'*" x 0'-4" LONG 1/2"0 (x4). INCREASE A TH RU — B OLTS� AT 24" O.C. RTU SUPPORT FRAME JOIST WEB STIFFENER ROOF TOP UNIT FRAME SCHEDULE UNIT WEIGHT W16x36 ANGLE SIZE 0 — 675 lbs. L4" x 3" x 1/4" L.L.H. 676 — 1500 lbs L4" x 4" x 3/8" 1501 — 3000 lbs L6" x 4" x 3/8" L.L.H. 3001 — 6000 lbs L6" x 6" x 3/8" 6001 — 8000 lbs L8" x 6" x 7/16" L.L.H. NOTE: GROUT ALL POCKETS SOLID AFTER JOISTS ARE INSTALLED POINT LOAD STEEL JOIST CONT. STEEL ANGLE METAL DECK 3"x 5"x 1/4". WELD STIRRUP CONT. BAR ® STIRRUP TO EACH JOIST. CUT BAR ® SPACING EXTERIOR CUT BAR ® SPACING METAL DECK, REFER JST. BRG. 3" JST. BRG. 3" CUT BAR ® JST. TO STRUCTURAL PLAN POCKET CUT BAR ® JST. POCKET BRG. POCKET DRAWINGS. CONT. BRG. POCKET STIRRUPS STIRRUPS 1/2% 12"x 1'-0" W/ (4) 1 /2»0 x CONT. L 6x 4x 3/8" T TT 1� 6" LG HD STUDS STEEL JOIST b rs) BARS x 8" LG. LLH STIRRUPS BEARING PLATE. W/ (2) 1/2"0 STIRRUPS WR n 1 9 1 /9" Y 9 1 /9" X SEE 14/S5.1 I G I HD STUDS RTAA RFINF LGIX%o Irl rUR R IU V innv� nv vv"v3/161/ FRAME ANGLES 1/4" EACH SIDE OF JOIST FROM LOCATION OF LOAD TO a AS REQ'D. NEAREST PANEL POINT (ON POINT LOAD J STEEL BAR JOIST, OPPOSITE CHORD OF JOIST). REFER TO STRUCTURAL PLAN DWGS. 1. LOCATE L3" x 3" x 1/4" FRAMES AROUND ALL ROOF OPENINGS JOIST STIFFENERS NOT SECTION ELEVATION SECTION ELEVATION U.N.O. REFER TO MECH. CURB FRAMING DETAIL FOR EQUIP. REQUIRED FOR POINT LOADS: FRAME ANGLE SIZES. 2. CONTRACTOR SHALL VERIFY LOCATION & SIZE OF OPENINGS 250 LBS AT TOP CHORD STEEL JOIST PRIOR TO STEEL FABRICATION. -<100 LBS AT BOTT. CHORD NOTE: AS AN OPTION TO CUTTING TOP STEEL, TOP — BARS MAY BE STEPPED AROUND BLOCK—OUT BY 3. FRAME IS REQUIRED FOR ALL OPENINGS 12" & GREATER. MEANS OF "Z" BARS 4. REFER TO JOIST STIFFENER DETAIL FOR JOIST (WHERE POINT LOADS OCCUR BETWEEN JOIST PANEL STIFFENERS AS REQUIRED. POINTS) MECH. FRAME CURBING ROOF OPENING /EQUIP. CURB FRAMING TYP. JOIST STIFFENER DETAIL ROOF JOIST BEARING DETAIL C TYPICAL JOIST POCKETS TYPICAL JOIST POCKETS 1 — 1 0 SCALE. 1 = 1'-0" SCALE: 3/4" = 1'-0" J SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" — '— " BEARING PLATE, SEE DECK wjpTH SCHEDULE FOR SIZE 5/8"0 PUDDLE WELD (TYP.). SEE PLAN FILL CELLS ABOVE BM. `, 1 1 /2" 1 1/2" NOTES FOR WELD POCKET 9 PATTERN AT SUPPORTS 1/2" > < OF STL. JOIST OR BEAM ° 1/2" NON—SHRINK 1/2" THICK WELDED CAP > PERIMETER ° GROUT 3/16 • • TYP. WALL STEEL ° - ° BRG. HT. VARIES 1/2" MAX. 1/8" 2 1 /2" STEEL BEAM STEEL BEAM WELD AT 6" ° - BAR JOIST O.C. MAX. ° ° - • (SEE PLAN) 3/16" (SEE PLAN FILLER SHEET WHERE DECK SIDES STEE° T TERMINATE AT ° ° JOIST BAR 1-0„ (4) 1/2"0 x 6" LG PERIMETER WALL PILASTER REFER TO HD STUDS 3/16" ® STRUCTURAL PLAN STEEL BEAM SEE ° PLAN ® ° DOUBLE JOIST BRIG. ° ° #10 OR #12 ® TEK FASTENERS ° EQ. SPACED AT ® ° SIDE LAPS ® BETWEEN. ® SUPPORTS. SEE ® PLAN NOTES FOR SCREW SIZE & PATTERN AT METAL DECK SIDE LAPS. WHEN DECK STARTER SHEET LOW"LIP IS WELDED TO PERIMETER AT 1'—O" O.C., STEEL FILLER SHEET IS NOT REQUIRED. BEAM/GIRDER (TYP) x / 3/1 THK. ANCHORAGE W16x36 6"x 8" 3/8" (4) 5/8"0 x 8" LG. HEADED STUDS W21 x62 6"x 9" < F JOIST (SE/ SPACED IN RELATION TO JOIST SPAN. 2" 4°° 2" (2) 1/2"0 x 6" LG FIELD ADJUST AS REQUIRED SO THAT vl\PLAN) HD STUDS\'_LH K JOIST BRIDGING MEMBERS WILL NEST ADJACENTTO JOIST STEEL PIPE OR TUBE SIZE — SEE PLAN ^& VERIFY W/ TYP U NOTE: GROUT ALL POCKETS SOLID AFTER JOISTS ARE INSTALLED POINT LOAD STEEL JOIST CONT. STEEL ANGLE METAL DECK 3"x 5"x 1/4". WELD STIRRUP CONT. BAR ® STIRRUP TO EACH JOIST. CUT BAR ® SPACING EXTERIOR CUT BAR ® SPACING METAL DECK, REFER JST. BRG. 3" JST. BRG. 3" CUT BAR ® JST. TO STRUCTURAL PLAN POCKET CUT BAR ® JST. POCKET BRG. POCKET DRAWINGS. CONT. BRG. POCKET STIRRUPS STIRRUPS 1/2% 12"x 1'-0" W/ (4) 1 /2»0 x CONT. L 6x 4x 3/8" T TT 1� 6" LG HD STUDS STEEL JOIST b rs) BARS x 8" LG. LLH STIRRUPS BEARING PLATE. W/ (2) 1/2"0 STIRRUPS WR n 1 9 1 /9" Y 9 1 /9" X SEE 14/S5.1 I G I HD STUDS RTAA RFINF LGIX%o Irl rUR R IU V innv� nv vv"v3/161/ FRAME ANGLES 1/4" EACH SIDE OF JOIST FROM LOCATION OF LOAD TO a AS REQ'D. NEAREST PANEL POINT (ON POINT LOAD J STEEL BAR JOIST, OPPOSITE CHORD OF JOIST). REFER TO STRUCTURAL PLAN DWGS. 1. LOCATE L3" x 3" x 1/4" FRAMES AROUND ALL ROOF OPENINGS JOIST STIFFENERS NOT SECTION ELEVATION SECTION ELEVATION U.N.O. REFER TO MECH. CURB FRAMING DETAIL FOR EQUIP. REQUIRED FOR POINT LOADS: FRAME ANGLE SIZES. 2. CONTRACTOR SHALL VERIFY LOCATION & SIZE OF OPENINGS 250 LBS AT TOP CHORD STEEL JOIST PRIOR TO STEEL FABRICATION. -<100 LBS AT BOTT. CHORD NOTE: AS AN OPTION TO CUTTING TOP STEEL, TOP — BARS MAY BE STEPPED AROUND BLOCK—OUT BY 3. FRAME IS REQUIRED FOR ALL OPENINGS 12" & GREATER. MEANS OF "Z" BARS 4. REFER TO JOIST STIFFENER DETAIL FOR JOIST (WHERE POINT LOADS OCCUR BETWEEN JOIST PANEL STIFFENERS AS REQUIRED. POINTS) MECH. FRAME CURBING ROOF OPENING /EQUIP. CURB FRAMING TYP. JOIST STIFFENER DETAIL ROOF JOIST BEARING DETAIL C TYPICAL JOIST POCKETS TYPICAL JOIST POCKETS 1 — 1 0 SCALE. 1 = 1'-0" SCALE: 3/4" = 1'-0" J SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" — '— " BEARING PLATE, SEE DECK wjpTH SCHEDULE FOR SIZE 5/8"0 PUDDLE WELD (TYP.). SEE PLAN FILL CELLS ABOVE BM. `, 1 1 /2" 1 1/2" NOTES FOR WELD POCKET 9 PATTERN AT SUPPORTS 1/2" > < OF STL. JOIST OR BEAM ° 1/2" NON—SHRINK 1/2" THICK WELDED CAP > PERIMETER ° GROUT 3/16 • • TYP. WALL STEEL ° - ° BRG. HT. VARIES 1/2" MAX. 1/8" 2 1 /2" STEEL BEAM STEEL BEAM WELD AT 6" ° - BAR JOIST O.C. MAX. ° ° - • (SEE PLAN) 3/16" (SEE PLAN FILLER SHEET WHERE DECK SIDES STEE° T TERMINATE AT ° ° JOIST BAR 1-0„ (4) 1/2"0 x 6" LG PERIMETER WALL PILASTER REFER TO HD STUDS 3/16" ® STRUCTURAL PLAN STEEL BEAM SEE ° PLAN ® ° DOUBLE JOIST BRIG. ° ° #10 OR #12 ® TEK FASTENERS ° EQ. SPACED AT ® ° SIDE LAPS ® BETWEEN. ® SUPPORTS. SEE ® PLAN NOTES FOR SCREW SIZE & PATTERN AT METAL DECK SIDE LAPS. WHEN DECK STARTER SHEET LOW"LIP IS WELDED TO PERIMETER AT 1'—O" O.C., STEEL FILLER SHEET IS NOT REQUIRED. BEAM/GIRDER SIZE THK. ANCHORAGE W16x36 6"x 8" 3/8" (4) 5/8"0 x 8" LG. HEADED STUDS W21 x62 6"x 9" 3/4" (4) 5/8"0 x 10" LG. HEADED STUDS SPACED IN RELATION TO JOIST SPAN. 2" 4°° 2" (2) 1/2"0 x 6" LG FIELD ADJUST AS REQUIRED SO THAT HD STUDS\'_LH K JOIST BRIDGING MEMBERS WILL NEST ADJACENTTO JOIST STEEL PIPE OR TUBE WEBBING VEE & RESPECTIVE CHORD U HSS 2 1/2"x 2 1/2"x 1/4" STEEL COLUMN (SEE PLAN) MEMBER. w STEEL BEAM. SEE PLAN. L 6x 4x 3/8" 0 N 7 TYP. METAL DECK ATTACHMENT 8 TYP. BEAM -BEARING DETAIL 9 TYP. JOIST BRG. PLATE 10 TYP. FLOOR JOIST TO BEAM 1 i TYP. BEAM TO TUBE COLUMN CONNECTION 12 TYPICAL BRIDGING DETAIL SCALE: 3/4 = 1 0 SCALE: 3/4 — 1 0 SCALE: 3/4 1 0 SCALE: 3/4" = 1 —0 SCALE: 3/4 1 0 SCALE: 3/4 = " TOP CORD LENGTH APPROXIMATE CAMBER V-0- 20'-0" (6096 MM) 1/4" (6 MM) 30'-0" (9144 MM) 3/8" (10 MM) ' ATTACH TO 40'-0" (12192 MM) 5/8" (16 MM) CONCRETE BEAM. Ir 50'-0" (15240 MM) 1" (25 MM) 60'-0" (18288 MM) 1 1/2" (38 MM) 3/4" PT PLYWOOD —�—� V) w 2x8 ABOVE 11 1 / � STOREFRONT FRAME I VARIES 4x4x 5/16" ANGLE FRAME ASSEMBLY SIDE VIEW FRONT VIEW FRONT AND SIDE VIEWS OF 4"x4"x5/16" ANGLE WELDED ASSEMBLY (23 REQUIRED - DIFFERENT SIZES) 13 fC AMBER TABLE (REF) STOREFRONTTOP BACIG DETAIL T TO SCALE NOT TO SCALE THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 5 t i 9 N ' z 0 w O f Lo 00 It w a-, t ) L J zu z i w cd ,V 0 0 C I ui c4s J.0 � O O O O CONTRACT DATE: MAY 6, 2011 W Lc) U j Z 00I Lu to rn 0 U ^ U C.7 ck: N o Z � � L` • J z W z LL_N W L Z Z Q J Z CL J Ur o 00 C) = Zgco W 0 0 • � o (D �, o Z?=Z i00 W CJ CI) w d 0 STRUCTURAL DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S5.1 2 0 " 3/16 3/16 BRIDGING ROWS ARE TO BE EQUALLY N N SPACED IN RELATION TO JOIST SPAN. 2" 4°° 2" (2) 1/2"0 x 6" LG FIELD ADJUST AS REQUIRED SO THAT HD STUDS\'_LH K JOIST BRIDGING MEMBERS WILL NEST ADJACENTTO JOIST STEEL PIPE OR TUBE WEBBING VEE & RESPECTIVE CHORD U HSS 2 1/2"x 2 1/2"x 1/4" STEEL COLUMN (SEE PLAN) MEMBER. w STEEL BEAM. SEE PLAN. L 6x 4x 3/8" 0 N * FILLET WELD = LESS THAN SINGLE JOIST BRG. .1/16" SOLID WALL THICKNESS 7 TYP. METAL DECK ATTACHMENT 8 TYP. BEAM -BEARING DETAIL 9 TYP. JOIST BRG. PLATE 10 TYP. FLOOR JOIST TO BEAM 1 i TYP. BEAM TO TUBE COLUMN CONNECTION 12 TYPICAL BRIDGING DETAIL SCALE: 3/4 = 1 0 SCALE: 3/4 — 1 0 SCALE: 3/4 1 0 SCALE: 3/4" = 1 —0 SCALE: 3/4 1 0 SCALE: 3/4 = " TOP CORD LENGTH APPROXIMATE CAMBER V-0- 20'-0" (6096 MM) 1/4" (6 MM) 30'-0" (9144 MM) 3/8" (10 MM) ' ATTACH TO 40'-0" (12192 MM) 5/8" (16 MM) CONCRETE BEAM. Ir 50'-0" (15240 MM) 1" (25 MM) 60'-0" (18288 MM) 1 1/2" (38 MM) 3/4" PT PLYWOOD —�—� V) w 2x8 ABOVE 11 1 / � STOREFRONT FRAME I VARIES 4x4x 5/16" ANGLE FRAME ASSEMBLY SIDE VIEW FRONT VIEW FRONT AND SIDE VIEWS OF 4"x4"x5/16" ANGLE WELDED ASSEMBLY (23 REQUIRED - DIFFERENT SIZES) 13 fC AMBER TABLE (REF) STOREFRONTTOP BACIG DETAIL T TO SCALE NOT TO SCALE THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 5 t i 9 N ' z 0 w O f Lo 00 It w a-, t ) L J zu z i w cd ,V 0 0 C I ui c4s J.0 � O O O O CONTRACT DATE: MAY 6, 2011 W Lc) U j Z 00I Lu to rn 0 U ^ U C.7 ck: N o Z � � L` • J z W z LL_N W L Z Z Q J Z CL J Ur o 00 C) = Zgco W 0 0 • � o (D �, o Z?=Z i00 W CJ CI) w d 0 STRUCTURAL DETAILS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S5.1 2 0 U w 0 0 90' STD. HOOK (1) #5 UNLESS 1 0 DOWEL OUT OF LINTEL NOTED OTHERWISE ON PLAN VIEW DISCONTINUE HORIZ. BEARING WALL JOINT REINF. U 7T 0 MCI DOES NOT r PASS THROUGH BOND BEAM. a DC D DC D 0 HOOK BARS ' HOOK TOP STEEL ..� °:: .(•�:` P: a� I INTO BOND BEAM — — — — s° • > �I ;: • ( :.... °... O RAKE AND CAULK O CONC. BOND BOTH SIDES OF JOINT SEE ARCHITECT '..-� BEAM. VERTICAL `:_ ,_.i._ PER PLAN T T Tse : 4 'r..%..: a t' <. I REINFORCING , REFER TO PRECAST --/REFER JL4'\,MIN.i TO ' i ,:e. :�<>: e PLANS AND TYP CONCRETE i LINTEL STRUCTURAL ELEVATIONS FOR i i P Q ,i a. �.. ,.c NON-BEARING WALL SECTIONS i i LINTEL SPECIFICATIONS ..< . :Y. a'�. .0 : �-� • a .•e • eC 9 WIRE LADDER TYPE i SEE PLAN FOR .-� •.°.�• �.� .. :.:..°..-.. •.<..• . • •.:.•a< `• " : ��. .. °' `..°REOINFORCEM NON BRG. TO BRG. WALL � i JAMB PILASTERS 1#5 VERT. xi . .' : , .� a- c . �. ENT U.N.O. OPENING � REINFORCED i �' �� �: � � �. P: TOOTH -IN EVERY II LAP SPLICE 30" FOR #5 36" FOR # 6 '\ i i MASONRY WALL . OTHER COURSE I 42" FOR #7 I 6" (TYP.)i K.O. BLOCK OR7 i FORM & POUR SILL Qd. a DC1 Da D REQUIRED AT ALL I I (1) #5 REBAR PROVIDE "T" OR "L"(1) VERTICAL BAR, MATCH FILLEDCELLS FORHIGH LIFT I MASONRY HORIZ. JOINT REINF. WALL REINF. BAR SIZE GROUTING REBAR EA SIDE CONTROL JOINT OF MCJ. BRG. TO BRG. OR NON-BRG. TO NON-BRG. WALL 90' STD. HOOK SECTION A FOOTING INTO K.O. BLOCK TYP. WALL OPENING W/ PRECAST CONCRETE LINTEL REINFORCING DETAIL MASONRY CONTROL JOINT ELEVATION TYP. WALL INTERSECTION WALL REINFORCING 1 2 8 NOT TO SCALE NOT TO SCALE SCALE: 3/4" = 1'-0" NOT TO SCALE CONC. TIE BEAM REFER TO 2X STRUCTURAL ELEVATIONS BEAM Q AT CONTRACTORS OPTION, DEPTH Q J INCREASE DEPTH AS REQ'D. TO o MAINTAIN COURSING) STD 90' HOOK 30 BAR M o 48 BAR DIAMETER ALTERNATE DIRECTION DIAMETER JL LAPS OR 24" MIN. OF DOWEL BEND MINIMUM ---,,,"]L- PARAPET WALL REINF. •'� 30 BAR • • DD �J •J • DIA.LAP m LL_B n U [V z o \� OUTSIDE BARS EXTEND V) AROUND CORNER - N INTERLOCK WALL /' ;i INSIDE BARS EXTEND \U �INTERSECTIONS AS FAR AS POSSIBLE W/ RUNNING BOND AND BEND INTO HOOK BAR TYP. COURSING CORNER CELL INTERSECTIONS i C.M.U. WALL 30 DIA. LAP TYP. VERT. WALL REINF. STEPPED TIE BEAM 8" MASONRY BOND BEAM CONNECTION 12" MASON�Y���ON BEAM CONNECTION 12" MASONRY BOND BEAM CONNECTION CORNER BAR DETAIL AT FOUNDATION 4 5 6 9 SCALE: 3/4" = 1'-0" SCALE: 3 4' = 1'-0" / SCALE: 3/4" = 1'-0" SCALE:3/4" = 1-0 SCALE: 3/4" = 1'-0" CONC. FOOTING C.M.U. WALL C.M.U. K.O. CONC. PIPE THRU WALL, WRAP (AT CONTRACTOR'S FILLED WITH (1) #5 PIPE WITH 1" THICK MIN, OPTION, INCREASE EXPANSION MATERIAL DEPTH AS REQ'D. TO MAINTAIN COURSING) i all 0 V-4" Ji' -4 3/8" V-411 cU C.M.U. INFILL 30 DIA. LAP 30 DIA. LAP Ilk TYP. TYP. STEPPED FOOTING FOR THRU WALL PIPE PENETRATION 10 SCALE: 3/4" = 1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 z 0 Li w z c. �_j z iz Y t X a �ca 0 �w C vJ I uj� -a. ca C Lr' 0 a O CONTRACT DATE: MAY 6, 2011 • u7 V I o V Q) `j z J w Z U) W Z Z Q J 0_ CL J V O Z Z = 0 W gcy) �o �o C7 �, � o Z ? = z Q C w 0 n STRUCTURAL DETAILS DESIGNED BY.- DRAWN Y: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S5.2 i 2 1 0 U w 0 0 t-ftC1k1 rin A I t"%Tnl 1^T1 11"1 A I k1r1Trn _ VLI14L-r\ L- J 1 RVt.I VR/"1L IVV I CJ. BUILDING CODES AND SPECIFICATIONS 1. FLORIDA BUILDING CODE, 2007 EDITION W/2009 AMENDMENTS 2. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318-08 3. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-02 ASCE 5-95/TMS 402-95 4. SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, AISC 13TH EDITION. 5. STRUCTURAL WELDING CODE D1.1 (AMERICAN WELDING SOCIETY) DESIGN LOADS 1. LIVE LOADS: ROOF....................20 PSF 2. WIND LOAD: DESIGN WIND SPEED, 120 MPH, ASCE 7-05 WIND LOAD CRITERIA V = 120 MPH EXPOSURE = B INTERNAL PRESSURE COEFFICIENT = +0.18/-0.18 ENCLOSED IMPORTANCE FACTOR = 1.0, BUILDING CATAGORY II COMP. AND CLADDING PRESSURE : EDGE ZONE WIDTH "A" = 9'-0" ROOF: ZONE 1 (INTERIOR) = -23.71, +10 PSF (GROSS) ZONE 2 (EDGE) = -28.10, +19.32 PSF (GROSS) ZONE 3 (CORNER) = -28.10, +10.0 PSF (GROSS) WALLS: ZONE 4 (INTERIOR) = -21.21, +19.23 PSF (GROSS) ZONE 5 (CORNER) = -22.66, +19.23 PSF (GROSS) 3. DEAD LOADS: ROOF SYSTEM (OVER SHOWROOM ONLY) BUILT UP ROOFING ..................................... 6 PSF METALDECK ............................................. 2 PSF STRUCTURE ................................................. 5 PSF MECHANICAL/ELECTRICAL/PLUMBING......... 9 PSF CEILING & MISC.......................................... 3 PSF 4. OTHER LOADS: CONTRACTOR SHALL SUBMIT CUT SHEETS FOR ALL EQUIPMENT INCLUDING BUT NOT LIMITED TO HVAC PACKAGE UNITS, AIR HANDLERS, GENERATORS AND CHILLERS. INFORMATION SHALL INCLUDE WEIGHT AND ANY SPECIAL SUPPORT REQUIREMENTS. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR DETAILS RELATING TO ROOF MOUNTED EQUIPMENT CURBS. DRAWINGS AND SPECIFICATIONS 1. DO NOT SCALE THESE DRAWINGS FOR DIMENSIONS NOT GIVEN. 2. ADVISE ARCHITECT OF DIMENSIONAL DISCREPANCIES BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO COMMENCING CONSTRUCTION OF AFFECTED ELEMENTS. 3. VERIFY ALL EXISTING FIELD CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION. 4. THESE DRAWINGS ARE INTENDED TO BE USED IN CONJUNCTION WITH THOSE OF OTHER TRADES INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, MECHANICAL, CIVIL, ETC. REFER TO DRAWINGS OF OTHER TRADES FOR DETAILS RELATING TO THE STRUCTURAL COMPONENTS. 5. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCY OR OMISSION HE MAY DISCOVER. BRING ANY CONFLICTS TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 6. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ANY ONE SHALL BE AS BINDING AS IF REQUIRED UNLESS IT IS CONSISTENT THEREWITH AND IS REASONABLY INFERABLE THEREFROM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. 7. IN THE CASE OF CONFLICTING INFORMATION, THE CONTRACTOR SHALL ASSUME THE MORE COSTLY ALTERNATE, UNLESS DIRECTED OTHERWISE IN WRITING. 8. IN THE CASE OF AMBIGUOUS OR MISSING INFORMATION, THE CONTRACTOR SHALL ASSUME A MEMBER SIZE, QUANTITY OR QUALITY CONSISTENT WITH SIMILAR AREAS IN THE PROJECT, UNLESS DIRECTED OTHERWISE IN WRITING. 9. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR THE ADDITION OF STRUCTURAL COMPONENTS WHEN THE OMISSION, MISLABELING OR OTHER DEFICIENCY SHOULD HAVE BEEN NOTED DURING THE BIDDING PHASE, AND BROUGHT TO THE ARCHITECTS ATTENTION. 10. THESE GENERAL STRUCTURAL NOTES ARE INTENDED TO EMPHASIZE CERTAIN INFORMATION MORE COMPLETELY DISCUSSED IN THE BOUND SPECIFICATIONS. THE CONTRACTOR SHOULD BE FAMILIAR WITH THE REQUIREMENTS AS STATED IN THE SPECIFICATIONS. 11. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK AT ANY TIME WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS, PRODUCT DATA OR SAMPLES FOR SUCH PORTION OF THE WORK. SHOP DRAWINGS 1. NO STRUCTURAL DRAWINGS SHALL BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTOR AND/OR HIS DETAILER 3. DETAILER SHALL CHECK ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL ATTACHMENTS, CLIPS, OPENINGS, OR DUCT WORK AFFECTING STRUCTURAL MEMBERS. ALL ITEMS SHALL BE SHOWN ON SHOP DRAWINGS, 4. SHOP DRAWINGS SHALL BE SUBMITTED TO ALLOW SUFFICIENT TIME FOR PROCESSING. SIX (6) SETS OF SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. 5. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR TITLE BOX FOR STAMPS AND ENGINEERS COMMENTS. 6. THE SHOP DRAWINGS SHALL BEAR INITIALS OF DETAILER'S CHECKER AND CONTRACTOR PRIOR TO SUBMISSION. 7. COMPLETED ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR IN CONJUNCTION WITH DETAIL DRAWINGS. BUT IN NO CASE SHALL DETAIL DRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS. 8. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN SATISFACTORILY REVIEWED BY THE ARCHITECT AND/OR ENGINEER AND CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. CONSTRUCTION SAFETY 1. THESE DRAWINGS DO NOT INCLUDE PROVISIONS TO SATISFY SAFETY REQUIREMENTS. CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING SAFETY DURING CONSTRUCTION, AND FOR CONFORMANCE TO ALL APPLICABLE OSHA STANDARDS. JOB SITE VISITS BY ENGINEER SHALL NOT CONSTITUTE APPROVAL, AWARENESS OR LIABILITY FOR ANY HAZARDOUS CONDITIONS. 2. DO NOT OVERLOAD ONE SEGMENT OR SPAN OF A BEAM CONTINUOUS OVER SEVERAL SUPPORTS. BEAMS SHOULD BE LOADED AS GRADUALLY AND EVENLY AS POSSIBLE UNTIL THE FULL LOAD IS IN PLACE. 3. ERECTION SEQUENCE SHALL BE DETERMINED BY THE CONTRACTOR, AND SHALL NOT CAUSE OVER STRESS OR EXCESSIVE DEFORMATION OF STRUCTURAL MEMBERS. VALUE ENGINEERING 1. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. FIELD MODIFICATIONS 1. ANY CHANGES TO THE STRUCTURE SHALL HAVE BEEN REVIEWED AND APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING WORK ON ITEMS AFFECTED. 2. ANY CHANGES MADE WITHOUT PRIOR APPROVAL ARE SUBJECT TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE SKETCHES, PHOTOGRAPHS AND WRITTEN DESCRIPTION OF EACH DEVIATION FROM THE PLANS FOR THE ENGINEER'S REVIEW. FOUNDATIONS 1. MAXIMUM NET SOIL BEARING PRESSURE USED FOR DESIGN........ 2000 PSF 2. NOTIFY ENGINEER IF FOOTING EXCAVATION REVEALS UNSUITABLE OR UNSTABLE SOILS, OR MATERIALS OR CONDITIONS NOT PREVIOUSLY ANTICIPATED. 3. CONSIDER THE POSSIBLE IMPACT OF GROUNDWATER ON CONSTRUCTION TECHNIQUES USING THE REPORT, SEASONAL VARIATIONS, ANY OTHER SITE INDICATORS AND YOUR OWN JUDGMENT. 4. PREPARE SOILS FOR CONSTRUCTION IN ACCORDANCE WITH GEOTECHNICAL REPORT PREPARED BY UNIVERSAL ENGINEERING SCIENCES, REPORT NO. 0830.1000351 DATED AUGUST 17, 2010. PORTLAND CEMENT CONCRETE 1. CONCRETE QUALITY AND PLACEMENT: FOUNDATIONS, 3000 PSI, 3" TO 5" SLUMP FILLED CELLS IN BLOCK, 2500 PSI, 8" TO 11" SLUMP, 3/8" PEA GRAVEL BEAMS AND COLUMNS, 3500 PSI, 3" TO 5" SLUMP SLABS ON GRADE, 3500 PSI, 3" TO 5" SLUMP A. FLY ASH SHALL NOT EXCEED 20 PER CENT BY WEIGHT OF TOTAL CEMENT CONTENT, IF USED. B. SLUMP LIMITS SHALL BE STRICTLY ADHERED TO. USE SUPERPLASTICIZER TO INCREASE WORKABILITY, AT CONTRACTORS OPTION. C. MAXIMUM MIXING TIME (FROM BATCHING TO PLACEMENT) AIR TEMP LESS THAN 85'F, 90 MINUTES AIR TEMP 85'F TO 90'F, 75 MINUTES AIR TEMP OVER 90-F, 60 MINUTES D. MIX DESIGN SHALL BE SUBMITTED FOR APPROVAL. E. CONCRETE CYLINDER TESTING & REPORTS ARE TO BE FURNISHED BY SUBCONTRACTOR. 2. MINIMUM COVER: A. FOOTINGS, 3 IN. TO BOTTOM AND UNFORMED SIDES, 2 IN. TO FORMED SIDES B. OTHER, 2 IN. TO MAIN REINFORCING, 1 1/2 IN. TO TIES AND STIRRUPS 3. COORDINATE DRAWINGS OF ALL TRADES FOR REQUIRED EMBEDS, OPENINGS AND ACCESSORIES NOT SHOWN HEREIN. 4. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE BY STANDARD ACCESSORIES DURING CONCRETE PLACEMENT. 5. BARS SHALL BE GRADE 60 CONFORMING TO ASTM A615. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 7. DETAIL AND FABRICATE REINFORCEMENT IN ACCORDANCE WITH "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315. 8. PROVIDE MINIMUM LAP SPLICE OF 30 BAR DIAMETERS, BUT NOT LESS THAN 24 INCHES, FOR ALL REINFORCING BARS, UNLESS NOTED OTHERWISE. STAGGER SPLICES IN ADJACENT BARS AT LEAST 24 INCHES, EXCEPT IN BEAMS AND COLUMNS. 9. IN WALL FOOTINGS, GRADE BEAMS AND BOND BEAMS, PROVIDE BENT BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS THE STRAIGHT BARS. 10. EXPOSED EDGES OF BEAMS AND COLUMNS SHALL BE CHAMFERED 3/4 IN. U.N.O. 11. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF ANCHOR SLOTS IN COLUMNS, BEAMS AND CONCRETE SLABS. CONCRETE SLAB ON GRADE 1• NOT USED. 2. NOT USED. 3. MINIMUM THICKNESS..... 4" INTERIOR, 4" EXTERIOR WALKWAYS (REFER TO FOUNDATION PLAN FOR ACTUAL SLAB THICKNESS. 4. NOT USED. 5. MAXIMUM AGGREGATE SIZE ..... 1 IN. 6. ENTRAINED AIR CONTENT..... 4.5 7. FILL SAW CUTS WITH ELASTOMERIC SEALANT AFTER CLEANING WITH COMPRESSED AIR. 8. WELDED WIRE FABRIC SHALL BE WWF 6X6-W1.4XW1.4 IN FLAT SHEETS, UNLESS OTHERWISE NOTED, CONFORMING TO ASTM A185. 9. PLACE WELDED WIRE FABRIC CENTERED IN DEPTH OF SLAB -ON -GRADE UNLESS NOTED OTHERWISE. LAP ALL MESH JOINTS TWO FULL MESHES. 10. INTERRUPT TYPICAL SLAB REINFORCEMENT AT ALL CONSTRUCTION AND EXPANSION JOINTS. SEE SPECIFIC DETAILS FOR ANY DOWELS REQUIRED FOR SHEAR TRANSFER. 11. CUT EVERY OTHER WIRE ALONG THE LINE OF SAW CUT CONTROL JOINTS PRIOR TO PLACING CONCRETE. MAKE SAW CUTS WITHIN 12 HOURS OF CONCRETE PLACEMENT, OR AS SOON AS CUTS CAN BE MADE WITHOUT RAVELING. 12. PROVIDE 1/2 IN. PREFORMED EXPANSION JOINT MATERIAL WHERE SLAB ABUTS VERTICAL SURFACES SUCH AS WALLS AND COLUMNS. 13. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF DEPRESSED AREAS IN SLABS WHICH ARE NOT SHOWN OR DIMENSIONED ON STRUCTURAL DRAWINGS. 14. PROVIDE 10 MIL VAPOR BARRIER UNDER ALL SLAB -ON -GRADE IN ENCLOSED SPACE. 15. APPLY CURING COMPOUND TO SLAB WITHIN TWO HOURS OF COMPLETION OF FINISHING OPERATIONS. USE LIQUID MEMBRANE FORMING COMPOUND COMPLYING WITH ASTM C309 TYPE 1 CLASS A. FOLLOW MANUFACTURERS INSTRUCTIONS. 16. CONFIRM THAT CURING COMPOUND WILL NOT INTERFERE WITH BONDING OF ANY APPLIED FLOOR SURFACE. IF SO, USE WET BURLAP AND TRICKLE HOSES. 17. IT IS RECOMMENDED THAT THE SLABS BE CAST IN LONG STRIPS, AND SAW CUT TRANSVERSELY, IN ORDER TO MINIMIZE SHRINKAGE CRACKING. CONCRETE MASONRY UNITS 1. BLOCKS SHALL BE HOLLOW LOAD BEARING MASONRY UNITS GRADE N, TYPE II, CONFORMING TO ASTM C90 -96A. THE MINIMUM NET AREA COMPRESSIVE STRENGTH OF MASONRY SHALL BE F'M = 1.500 PSI. 2. ASSEMBLY ABOVE GRADE WORK MORTAR SHALL BE: TYPE S (2000 PSI AT 28 DAYS). BELOW GRADE WORK MORTAR SHALL BE TYPE M (2500 PSI AT 28 DAYS). 3. PREFABRICATED HORIZONTAL JOINT REINFORCEMENT SHALL BE TRUSS TYPE W/ 9 GAGE SIDE RAILS FABRICATED FROM HIGH STRENGTH COLD DRAWN WIRE CONFORMING TO ASTM A82 AND SHALL BE GALVANIZED AFTER FABRICATION. PLACE JOINT REINFORCEMENT IN ALTERNATE COURSES IN ALL WALLS. PLACE THREE ROWS ® 8 INCHES O.C. IMMEDIATELY ABOVE ALL WALL OPENINGS, AND AT THE TOP OF ALL WALLS. LAP SIDE RAILS AT LEAST 6 INCHES AT SPLICES. 4. PROVIDE ALL SPECIAL LINTEL, KNOCK OUT, JAMB BLOCK AND OTHER REQUIRED TO COMPLETE THE WALLS AS SHOWN. USE MASONRY SAWS TO CUT BLOCK AS REQUIRED. 5. BRACE FOUNDATION WALLS BEFORE BACK FILLING AGAINST THEM TO PREVENT OVER STRESSING, BUCKLING OR ROTATION OF THE WALLS. BRACE ALL WALLS AGAINST WIND, CONSTRUCTION LOADS OR OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE SUPPORT OF THE WALL. BRACE DESIGN SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 6. PROVIDE 8 INCHES X 8 INCHES PRE CAST CONCRETE LINTEL OVER ALL OPENINGS 10'-0" OR LESS IN WIDTH, WHERE STEEL OR OTHER LINTELS ARE NOT SPECIFIED. 7. PROVIDE CLEAN OUTS/INSPECTION PORTS FOR FILLING CELLS IN GROUT POUR HEIGHT EXCEEDING 5 FEET. 8. IN ADDITION TO REQUIREMENTS ELSEWHERE IN THE DRAWINGS FOR FILLING CELLS, FILL CELLS WITH CONCRETE AND ONE #5 BAR AT A MAXIMUM SPACING OF 4'-0", U.N.O. FILL FIRST CELL EACH SIDE OF ANY OPENING, AND FILL FIRST CELL AT END OF WALL & OF ALL CORNERS. 9. EXTEND AND HOOK VERTICAL BARS INTO FOOTING, AND EXTEND INTO AND HOOK BARS INTO TOP OF WALL BOND BEAM OR TIE BEAM. 10. ALL VERTICAL BARS SHALL BE SECURELY TIED TO THE LOWER BAR AT ANY SPLICES, ESPECIALLY AT THE FOOTING DOWELS. BARS SHALL BE SECURED IN THEIR PROPER POSITIONS WITHIN THE CELLS BY WIRE TIES, REBAR POSITIONERS OR BY OTHER APPROVED METHODS. 11. PROVIDE CONTROL JOINTS IN ACCORDANCE WITH DETAILS ON DWGS. 12. CONTROL JOINT SPACING ALONG A STRAIGHT WALL SHALL NOT EXCEED 20 FT. NOR 3 TIMES THE WALL HEIGHT. USE PREFORMED NEOPRENE JOINT STRIPS AND STANDARD SASH BLOCK. LOCATE CONTROL JOINTS NEAR OPENINGS, CHANGES IN WALL HEIGHT, OR CHANGES IN GEOMETRY, WHERE POSSIBLE. STEEL JOIST 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, STANDARD SPECIFICATIONS FOR JOIST GIRDERS, AND THE RECOMMENDED CODE OF STANDARD PRACTICE FOR STEEL JOISTS AND JOIST GIRDERS, ALL AS ADOPTED BY THE STEEL JOIST INSTITUTE. 2. ALL BRIDGINGS SHALL BE PROVIDED AND INSTALLED IN ACCORDANCE WITH SJI STANDARD SPECIFICATIONS. 3. ALL JOISTS NOT REQUIRING BOLTED CONNECTIONS SHALL BE WELDED TO SUPPORT WITH 3/16 IN. WELDS 3 IN. LONG EACH SIDE. 4. ALL JOIST BOTTOM CHORDS SHALL BE ANGLES. 5. BRIDGING SHALL BE COMPLETE AND APPROVED BY ENGINEER PRIOR TO PLACING METAL DECK. 6. JOISTS SHALL BEAR 6" MINIMUM ON MASONRY AND 2 1/2 IN. MINIMUM ON STEEL U.N.O. JOISTS BEARING ON MASONRY SHALL BEAR ON AN EMBEDDED STEEL PLATE. 7. JOISTS SHALL BE DIPPED OR SPRAYED WITH TWO SHOP COATS OF PAINT CONFORMING TO THE PERFORMANCE REQUIREMENTS OF FEDERAL SPECIFICATION TT -P-636 OR EQUAL. 8. ALL JOISTS AND GIRDERS SHALL HAVE BEEN DESIGNED IN ACCORDANCE WITH STEEL JOIST INSTITUTE CRITERIA AND SUBMITTED TO AND APPROVED BY THE INSTITUTE. 9. STEEL ROOF JOISTS SHALL BE DESIGNED TO RESIST NET UPLIFT OF 25 PSF AND SHALL HAVE A LINE OF BOTTOM CHORD BRIDGING AT THE FIRST BOTTOM CHORD PANEL POINT. METAL ROOF DECK 1. ROOF DECK SYSTEM SHALL BE 22 GAUGE TYPE B AS IDENTIFIED BY THE STEEL DECK INSTITUTE. ROOF DECKING SHALL BE 1.50 INCHES DEEP AND SHALL BE DESIGNED IN ACCORDANCE WITH ROOF DECK SPECIFICATIONS OF THE STEEL DECK INSTITUTE. 2. THE DECK SHALL BE CAPABLE OF SUPPORTING A UNIFORMLY DISTRIBUTED LIVE LOAD OF 20 POUNDS PER SQUARE FOOT WITH THE LIVE LOAD DEFLECTION NOT TO EXCEED L/240 OF THE SPAN LENGTH CENTER TO CENTER OF SUPPORTS AND WITH A UNIFORMLY DISTRIBUTED DEAD LOAD OF 25 POUNDS PER SQUARE FOOT WITHOUT EXCEEDING A UNIT STRESS OF 20,000 POUNDS PER SQUARE INCH. 3. STEEL SHALL BE ASTM A-611 GRADE C WITH A MINIMUM YIELD STRENGTH OF 33,000 POUNDS PER SQUARE INCH. 4. WELDING WASHERS SHALL BE USED FOR ALL DECK UNITS WITH A METAL THICKNESS LESS THAN 0.028 INCHES. 5 ROOF DECK SHALL BE LAID OUT SUCH THAT DECKING SHALL SPAN THREE SPANS WITHOUT INTERRUPTION WHEREVER POSSIBLE. 6. DECKING AND ACCESSORIES SHALL BE GALVANIZED MIN. G90 7. DECKING SHALL BE WELDED TO SUPPORT ATTACHMENT PATTERN. SEE ROOF FRAMING PLAN FOR MORE INFORMATION. S. PROVIDE ALL EAVE PLATES, RIDGE PLATES, AND OTHER PIECES TO ENSURE A WEATHER TIGHT ASSEMBLY. 9. TOUCH UP ALL WELDS AND ABRASIONS WITH RUST INHIBITIVE PRIMER MATCHING IN COLOR. 10. DECK AND SUPPORTING MEMBERS DAMAGED BY EXCESS WELDING HEAT SHALL BE REPAIRED OR REPLACED AS DETERMINED BY ENGINEER. COLD - FORMED METAL FRAMING 1. ALL WORK SHALL BE IN ACCORDANCE WITH AISI, SPECIFICATION FOR DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, 1986 EDITION. 2. WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS, BRIDGING, LINTELS, CLIP ANGLES, FASTENERS AND ACCESSORIES AS NEEDED TO COMPLETE METAL FRAMING SYSTEM. 3. ALL FRAMING COMPONENTS SHALL BE PLUMBED, ALIGNED AND LEVELED. 4. ALL STRUCTURAL MEMBERS SHALL BE GALVANIZED MEETING ASTM A525, G60 REQUIREMENTS. ALL WELDS SHALL BE TOUCHED UP WITH A ZINC RICH PAINT. 5. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A446, WITH A MINIMUM YIELD STRENGTH OF 40,000 PSI FOR STUDS AND GRADE A, 33,000 PSI FOR RUNNERS. 6. ALL STUDS SHALL BE "C" SHAPED 6", 16 GA. U.N.O. WITH FLANGE RETURN LIP. 7. ALL STUD WALLS SHALL BE LATERALLY BRACED WITH COLD FORMED CHANNELS SPACED AT 4'-0" ON CENTER, MAXIMUM. LATERAL BRACING ATTACHMENTS SHALL BE WITH SELF DRILLING SCREWS OR WELDING. 8. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED UNTIL ERECTION IS COMPLETE. 9. SUBMIT SHOP DRAWINGS & CALCULATIONS SIGNED & SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. DRAWINGS SHALL IDENTIFY & LOCATE ALL COMPONENTS & SHALL SPECIFY MEMBER SIZES, BRACING & ALL OTHER NECESSARY FABRICATION & ERECTION INFORMATION. STRUCTURAL STEEL 1. ALL HOT ROLLED STEEL BEAMS & COLUMNS SHALL CONFORM TO ASTM A992 GRADE 50. PLATES, BARS, CHANNELS, RODS AND ANGLES SHALL CONFORM TO ASTM A36. 2. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B, FY=35 KSI. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO ASTM A500 GRADE B. 4. ALL WELDS SHALL BE MADE WITH E70 LOW HYDROGEN ELECTRODES, BY QUALIFIED WELDERS AS PER AWS D1.1 REQUIREMENTS. 5. ALL BOLTS, EXCEPT ANCHOR BOLTS, SHALL BE HIGH STRENGTH ASTM A325, 3/4 IN. DIA., UNLESS NOTED OTHERWISE. USE HARDENED WASHERS UNDER TURNED ELEMENTS. BEARING TYPE BOLTS MAY BE USED FOR FIELD, BOLTS EXCEPT AT WIND FRAMES WHERE "SLIP CRITICAL" TYPE BOLTS SHALL BE USED. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING AND GUYING OF THE FRAMING AGAINST WIND, CONSTRUCTION LOADS OR OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE SUPPORT OF THE STRUCTURE. 7. RETURN ALL WELDS AT CORNERS TWICE THE NOMINAL WELD SIZE MINIMUM. 8. PROVIDE HOLES FOR BLOCKING BOLTS AS SHOWN IN ARCHITECTURAL DRAWINGS. 9. ANCHOR BOLTS SHALL BE FURNISHED WITH HEAVY HEX NUTS AND FLAT WASHERS, AND SHALL BE ASTM A36 ROUND STOCK OR ASTM A307. 10. ALL COPES, BLOCKS, CUTOUTS AND OTHER CUTTING OF STRUCTURAL MEMBERS SHALL HAVE ALL REENTRANT CORNERS SHAPED NOTCH FREE TO A RADIUS OF 1/2 IN. MINIMUM. 11. ALL BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP. 12. ALL STRUCTURAL STEEL SHALL RECEIVE TWO SHOP COATS OF PRIMER PAINT, CONFORMING TO THE PERFORMANCE REQUIREMENTS OF FEDERAL SPECIFICATION TT -P-636 OR EQUAL. ALL MEMBERS TO BE SPRAYED WITH FIRE PROOFING MATERIALS SHALL NOT BE PAINTED. 13. FRAMING CONNECTIONS SHALL BE AISC TYPE 2 DOUBLE ANGLE BOLTED CONNECTIONS, U.N.O.. SELECT CONNECTIONS TO SUPPORT 1.2 TIMES ONE HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE UNIFORM LOAD CONSTANTS, PART 2 OF THE AISC MANUAL, FOR THE SPAN AND GRADE OF STEEL SPECIFIED. 14. ENDS OF COLUMNS SHALL BE MILLED TO BEAR AT ALL SPLICES AND ATTACHMENT OF BASE PLATES. 15. STRUCTURAL OPENINGS, SUPPORTS, ANCHORS, ETC. AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH THE EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. 16. WELDS NOT OTHERWISE DESIGNATED SHALL BE 1/4 IN. MINIMUM FILLET. 17. UNLESS DETAILED ELSEWHERE IN THE DRAWINGS, OPENINGS IN ROOF DECKING LARGER THAN 1 SF SHALL BE FRAMED BY ANGLES 4X4X1/4 LEG DOWN, BEARING ON A JOIST AT EACH END. COPE VERTICAL LEG 4 IN. EACH END. WELD ADDITIONAL ANGLES OF THE SAME SIZE TO FORM A RECTANGLE OF THE APPROPRIATE SIZE. 18. ADHESIVE EPDXY ANCHOR WHERE USED SHALL BE HILTI HIT HY 150 INJECTION ADHESIVE ANCHOR SYSTEM OR RAMSET EPCON, C6. CONTRACTOR TO STRICTLY FOLLOW MANUFACTURER'S INSTALLATION GUIDELINES. BLDG. WALL ZONES A A A Ai Oj jO Oj I I I A i O1 i i O <(N-7-IN 3Oi- O2 IO3 O3 I O2 ROOF ZONES T-t" I I I I O THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Z 0 Of ui 0 �4- w Ld �w o O z L �- z w ' \\ Y { 3 I ,V i 0 `w C I LLJ y.. L 3 q) .0 0 D D RIL D CONTRACT DATE: MAY 6, 2011 { W Lo U j DD Z � r o c V � I Z Q ry • `J z J w ? `� V) �.�..� Z Z Q U Zg0J CL J ( O 0 Z � Z L0 W 0 • o z = z Z � Q W 0? 0 LLz T- O STRUCTURAL SPECIFICATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. 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FTG. s -2' - 0" Zl 2 Cc C cc c� N N m m O N - T.O.. C.M.U. 28'- 0" 1 ST FLOOR — - of _0Y, T.O. FTG. 09E1 -2'- 0 V LAB El - I I STRUCTURAL ELEV-2 1/8" = 1'-0" T.O. C.M.U. 28' :-O " I ST FLOOR 0' - 0" T.O. FTG. -2' - 0" 1 2 34A 0 ( ) � I I I I I I MB -1 STRUCTURAL ELEV-4 1/8" = 1'-0" T.O. C.M.U. L1 28'- 0" �lp 1ST FLOOR 0' - 0" _ T.O. FTG. & -2' - 00" M 1- A RA / 1 T B IT 1-1 e^ jl- l I r h i 11 r- WALL REINF. 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MB -2 MB -2 � - - - - = - - - PC -0 PC -0 PC -0 PC -3 �- - - - - - - - -77-7-- - - - - - - \ / \ / \ / \ / \ \ / \ / \ / b- _ _ -- -- -m - PC -2 - - - C-1 PC - \ / \ / ��- /W \11 V \ / T �i \/ 11 , M - T T ,U U ai U opo ,U,V a /\ �j,� U U U /\ �? /\ �? / \ O ' / \ a - - - LL \ / /\I LL -�(ri M- -LL o. LL 'M -O---LL o \ LL I� -- d' d a o m a .T ­- A .- l T - - - I/ - - - - _ -`M�­'___L_-- - - +- 1 '7 ,_T- 7,, .,- 1., � 1 , '- — - , . 2'-8" 44'-8" 6'-4" 21'-4" 4'-0" 7'-0" 3'-4" 3'-4" 12'-0" 2'-8" 12'-0" 2'-8" 12'-0" 3'-4" 12'-0" 2'-8" STRUCTURAL ELEV-6 11 11 11 71 11 I 6 1/8" = 1'-0" , 1. STRUCTURAL ELEV-7 1/8" = 1'-0" 1ST FLOOR 01-0. - T.O. FTG. -2' - 0" - _ — T.O. C.M.U. 26' - 8" m O m aQ co 1ST FLOOR o - o" T.O _FTG. Iq -2' - 00 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 z 0 cn w1. D- ca Z)rn o� '3 > a � ILL! �' o L]_j c- z z U-1 Y 11 Zh >m ,I=V i 4 0 �w O 5 e�'c'^o �+J Ill ca It 0. �e " L.. to -C miC z O 0 9� 0 m O CONTRACT DATE: MAY 6, 2011 co r - W L U j Z II 00 r- - 0 (!) U ^ v V N Z Qcr: r, li � J Wz `` LLI W Lli Z Z Q 2 0 CL J � r 1'� O_ DO v Z Ln Z z -� W � 0 ��o Z Z = Z 0. LLLJ vi 8 0 0.zD-i O n STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S6.0"I Z U w 0 0 TO.- 0. C.M.U. t/ 22' — — E I 115 I RUCTURAL ELEV-8 MB -1 STRUCTURAL ELEV-9 1/8" = 1'-0" m O m N N T.O. CM. 28' - [� T.O. PARAPE m O ao O O N 0o U M 4 O Go ao 1ST FLOOR 1ST FLOOR 0' - 0" 0' - O„ T.O. FTG. 0 Q Q F BI T.O. PARAPET ----28'-0"� STRUCTURAL ELEV-10 3 STRUCTURAL ELEV-11 6 7 El MB -4 T.O. C m 1 ST FL T. - -I-T- O ao PC-5 LL - - - - - - ----------- --T---T- T - O' - - -T o' co - - - T ^ - - - -- - - - ------ ----T - - - - -1-7-1— $ STRUCTURAL ELEV-15 ooR 0' - 0" O. FTG. /1 -2'- I 2' - 0- 0" _ T.O.. BEAM SERV 20' - 8" V m O m 9 STRU CTU RAL ELEV-16 J/ 1ST FLOOR n o' - o" Zl _ T.O.. FTG El T.O. C.M.U. --9,--4 _1ST FLOOR _ _T.O. FTG. -2' - 0" 10 STRUCTURAL ELEV-17 T.O. C.M.U. ----24'-0" cq 0 m _ —1ST FLOO`T _ 01-01, — _ T.O.. FTG. �1 T. t/ 2C 4D 4C STRUCTURAL ELEV-12 5 1/8 6 7 El 11 STRUCTURAL ELEV-18 T.O. C.M.U. 24'- 0 - IST - 1ST FLOG_ Rn 00" _ T.O. FTG _2' - 0" 1 ST FLOOR 0' - 0" 4D T.O. C.M.U. 24' - 0" W/ _1ST FLOOR 01-0. V YCTURAL ELEV-13 m 0 m N N T.O. C.M.U�� _ 1ST FLOOR�_� 0' 12 STRUCTURAL ELEV-19 1/8" = 1'-0" m 0 m El i STRU CTU RAL ELEV-14 T.O. C.M.U. — — 24'- 1ST 4'- 7 6 El 1ST FLOOR T.O. OL --2'-0" V 13 STRUCTURAL ELEV-20 1/8" = 1'-0" — _T.O. BEAM SE 20' m O O ao b� _ 1STF T. RV"8" LOORN 0' - 0" O . FTG. -2' - 0" �1 1 ST FLOOR& — — 01- 0" v T.O_FTG._ n -- 0 tl 2' i DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF ING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, 'IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT FTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE iJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 2 O U W O CONTRACT DATE: MAY 6, 2011 . WLo Lo U � Z w I 0) O U Ucl�NI Z/ Q r�' LL • z J W z z W Z Q Z o Ur o00 z = Zg�o W 0 C� 3:: o Z Z = z I c� 0 aL) 1 Z :D —i 0 j s i STRUCTURAL ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S6.1 FA �I Ilk ON ON ON • ON OI .. I / ON 10, /, YC.TUIIAL ELEV-21 20'-8" 1ST FLOOR_ �—p'-p" _ T.O.. FTG --n -2'- 00" kP 7 6 0 T.O. C.M.U.n 20'- T.O. 0'- STRUCTURAL ELEV-22 1/8" = 1'-0" T.O. FTG -2'- 0" STRUCTURAL ELEV-26 1/8" = 1'-0" Section 9 1/4" = 1'-0" 1ST FLOOR 0' - 0" T.O. C.M.U. 9'-4" V ST FLOOR 0'-0" T.O. FTG. -2'- 0- 0" STRUCTURAL ELEV-23 T.O. C.M.U.—Is 22'- 0" g' a M :T 0 � m _ 15T FLOG 01-0. _ T.O.' - 0- Il El STRUCTURALELEV-24 T.O. C.M.U. 9'-4" _1ST FLOOR 0' - 0" Q El STRUCTURAL ELEV-25 1 /8" = 1'-0" T.O_BEAM _� 9'-4" i R 1ST FLOO 5 01-0- Section 11 1/4"= 1'-0" FLOOR 0' - 0" & V THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 (n Z O >) Lu. a Q �W Z � cT z w Y 3 4 't i �C 7 i O ujO CIO C a O O L� 0 i M O � CONTRACT DATE: MAY 6, 2011 , a a U j � I � Z 00 M Cn o U ^ U N Z �o 1..` -j Z W Z N w Z Q C) a CL J V Q 0 Z Z _Lr) W °' o r1� vO C7 Z ? = Z Q �z�� + 0 M STRUCTURAL ELEVATIONS/ SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S6.2 a 41 MENNO 0 d 1110*01" D " ti�.L'v�:0�L�'������3���'�.`9GVZ•vA.►�Lv��:4dv����►.��Z•�•�`�G•�A'�'�.•�:•�:•��A.r'.w�►����.�ir�47�.��r�.r�6w�0`�.`� °6���®�A�4 � .�.�: �►i'�►is�►i9.4�Pi�i'Si�irY��� � llOi-.1�i�4�u'T�.�i�•l�L-•i ►0��'9�i'�PP� -• - � �'�� U W 0 STRUCTURAL ELEV-26 1/8" = 1'-0" Section 9 1/4" = 1'-0" 1ST FLOOR 0' - 0" T.O. C.M.U. 9'-4" V ST FLOOR 0'-0" T.O. FTG. -2'- 0- 0" STRUCTURAL ELEV-23 T.O. C.M.U.—Is 22'- 0" g' a M :T 0 � m _ 15T FLOG 01-0. _ T.O.' - 0- Il El STRUCTURALELEV-24 T.O. C.M.U. 9'-4" _1ST FLOOR 0' - 0" Q El STRUCTURAL ELEV-25 1 /8" = 1'-0" T.O_BEAM _� 9'-4" i R 1ST FLOO 5 01-0- Section 11 1/4"= 1'-0" FLOOR 0' - 0" & V THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 (n Z O >) Lu. a Q �W Z � cT z w Y 3 4 't i �C 7 i O ujO CIO C a O O L� 0 i M O � CONTRACT DATE: MAY 6, 2011 , a a U j � I � Z 00 M Cn o U ^ U N Z �o 1..` -j Z W Z N w Z Q C) a CL J V Q 0 Z Z _Lr) W °' o r1� vO C7 Z ? = Z Q �z�� + 0 M STRUCTURAL ELEVATIONS/ SECTIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. S6.2 a 41 0 U W 0 W � � X W V � X W � � X W HVAC PLAN SCALE: 1/8"=l' -O" L-2 DA - 1300 CFM 32'x24' L-3 EA - 1300 CFM 24"x24" KEY NOTES Ol INLET LOUVER SHALL BE LOW WITH BOTTOM OF LOUVER AT 8"A.F.F. DISHARGE LOUVER SHALL BE HIGH WITH A MINIMUM DISTANCE OF 10'-0" MEASURED FROM TOP OF LOW LOUVER. O BOTTOM OF DUCT OPENING SHALL BE WITHIN 12"A.F.F. O3 PROVIDE MATCHING BLANK OFF SECTION BETWEEN OPERABLE LINEAR AIR DEVICES, LENGTHS AS REQUIRED TO PROVIDE CONTINUOUS SLOT PATTERN. O4 PROVIDE A MINIMUM OF 4'-0" OF STRAIGHT DUCT AT TERMINAL UNIT INLET, AND 4'-0" CLEARENCE ON HEATER ACCESS SIDE PER NEC. TYP. O5 DROP DUCT DOWN AND ROUTE IN CEILING CAVITY OF BRIDGE. O6 DUCTWORK TO BE INSTALLED HIGH ON WALL ON SECOND FLOOR. PARTS STORAGE TO HAVE OPEN GRATE FLOOR FOR THE DROPPING OF SUPPLY AIR TO FIRST FLOOR AND RETURN AIR RISE TO RTU. O7 PROVIDE 3—WAY SUPPLY AIR PATTERN. DO NOT DIRECT SUPPLY AIR AT THERMOSTAT. O MOUNT AC -1 ON WALL OF TEL/DATA ROOM. ROUTE 3/4" CONDENSATE TO MOP SINK IN JAN/CLOSET. CONNECT REFRIGERANT LINES TO CU -1 ON ROOF. O9 PROVIDE STATIC PRESSURE SENSOR 2/3 DOWNSTREAM OF MEDIUM P & V DUCT. SEE CONTROL SEQUENCE FOR FURTHER INFORMATION. 10 LOCATE RTU ZONE THERMOSTATS WHERE SHOWN. PROVIDE REMOTE SENSING OF RETURN AIR STREAM TO EACH THERMOSTAT. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 cn z 0 In w Of 0 < CD Q W CC) C� -q- �. i W 1 N Ld 50 L� J J ' L 0 I Lu� C J� 0 a O In ruL O CONTRACT DATE: MAY 6, 2011 • Lu L0 U I r` I' 00d - Z to .. — 0 z W z L` N z Z Lq z Q g �CL —i o z = Zgco W 0 o ��o Z?=z elfW u U z U) w d- 0 HVAC PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. M1.0 � w � w L.L J LL J LL J LL_ J ao Z m ao Z U Z U co Z Qo o Lo 00 z 0 a U W 0 0 M A "% 1/ A r% r- r\ r% 0% -% r-T-0�% r% I I A 1 TT n AN I I r- r\ 1 1 1 r- rr1�..r�r1VCV RIJ%.JF I Vr VIV1 I akoF1CUVL1Z Tag Nominal Tons (ton) Refrigerant Manufacturer Model Supply AirFlow (cfm) ESP (in.WC) TSP (in.WC) Supply Fan (hp) Supply Fan (bhp) RPM (rpm) Outdoor Air Flow (cfm) Outdoor DB ('F) EAT DB ('F) EAT WB ('F) Total (Btuh) Sensible (Btuh) LAT DB (F) LAT WB (F) ARI EER ARI SEER ARI IEER Humiditrol Outdoor DB (') Humiditrol EAT DB ('F) Humiditrol EAT WB ('F) Humiditrol Moist (lb/hr)I Humiditrol LAT DB ('F) Humiditrol LAT WB ('F) Electric Heater (kW) Voltage System MCA (amp) System MOCP (amp) Supply Fan FLA (amp) System FLA (amp) Total Weight (lb) Outdoor Sound Rating Notes RTU -1 12.5 R-41 OA Lennox LCH150S4B 5000 0.75 1.48 5.00 3.47 PROVIDE PROVIDE 850 95.0 78.0 67.0 146075 104078 57.7 57.2 11.0 BELT 11.2 DIRECT 59.7 57.9 FACTORY INSTALLED AND FIELD WIRED 115V CONVENIENCE OUTLET. 12. PROVIDE FIELD INSTALLED HUMIDITY SENSORS. 17. 460V 3Ph 30.0 35 7.6 30.0 1346 88 1-17 RTU -2 15.0 R-41 OA Lennox LCH180H48 6000 0.75 0.86 3.00 2.74 805 1000 95.0 76.7 65.7 178818 129054 56.4 55.7 12.0 N/A 13.5 141/2x141/2 57.7 56.2 ROOF -SALES ROOF -SERVICE COMP. S.WALL PREP./LAUNDRY 460V 3Ph 36.0 40 4.8 34.0 2172 93 1-17 RTU -3 7.5 R -410A Lennox LCH092H4B 3000 0.75 1.05 2.00 1.38 836 400 95.0 1 77.6 66.6 92500 63122 57.7 56.4 12.7 12.9 91.0 59.1 57.0 77.6 65.2 59.2 22.5 460V 3Ph 39.0 40 3.4 18.2 1206 88 1-17 RTU -4 12.5 R -410A Lennox LCH150S4B 4400 0.75 1.51 3.00 2.98 1043 1350 95.0 80.2 69.1 147433 97625 59.1 58.5 11.0 11.2 91.0 61.0 59.2 80.0 65.7 59.2 30.0 460V 3Ph 52.0 60 4.8 27.2 1288 88 1-17 RTU -5 12.5 R-41 OA Lennox LCH150S4B 5000 0.75 1.72 1 5.00 3.98 1123 1 800 95.0 80.0 67.0 146900 116051 58.0 57.4 11.0 RTU -6 11.2 91.0 60.2 58.2 80.0 66.5 60.0 30.0 460V 3Ph 55.0 60 7.6 30.0 1403 88 1-17 RTU -6 4.0 R-41 OA Lennox LCH048S4T 1450 0.50 0.77 0.75 0.51 1016 150 95.0 76.8 65.8 48401 33513 55.0 54.5 12.5 15.0 CFM 91.0 56.1 55.0 80.0 73.3 62.0 15.0 460V 3Ph 25.0 25 1.6 9.1 741 75 1-17 RTU -7 12.5 R -410A Lennox LCH150S4B 5000 0.75 1.72 5.00 3.98 1123 500 95.0 76.7 65.7 144625 107587 56.4 56.0 11.0 CFM 11.2 91.0 58.6 56.9 80.0 66.5 60.0 45.0 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-18 RTU -8 12.5 R -410A Lennox LCH150S4B 5000 0.75 1.72 5.00 3.98 1123 500 95.0 76.7 65.7 144625 107587 56.4 56.0 11.0 11.2 91.0 58.6 56.9 80.0 66.5 60.0 45.0 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-18 RTU -9 12.5 R-41 OA I Lennox LCH150S4B 1 5000 0.75 1 1.72 1 5.00 1 3.98 1 1123 1 500 1 95.0 76.7 65.7 11446251 107587 56.4 56.0 11.0 1 11.2 1 91.0 1 58.6 56.9 80.0 66.5 60.0 45.0 460V 3Ph 78.0 80 7.6 30.0 1405 88 1-18 NOTES: CN EF -1 EF -2 EF -3 EF -4 EF -5 NOTES MANUFACTURER - GREENHECK GREENHECK GREENHECK 1. BASIS OF DESIGN: LENNOX MODEL LCH MODEL - GB -091-4 CUBE 300-20 S2 -16-417-A4 DBF4XLT GB -081-4 WHITE ACRYLIC SERVICE TOILET RMS. 2. PROVIDE A PLASTIC DRAIN PAN, SLOPED TO MEET DRAINAGE REQUIREMENTS OF ASHRAE 62.1. 6. PROVIDE TWO (2) SET OF 2" MERV 8 FILTERS 10. PROVIDE COIL GUARDS. 14. PROVIDE A FACTORY INSTALLED NON-FUSED DISCONNECT SWITCH 3. 4. PROVIDE VERTICAL SUPPLY AND VERTICAL RETURN. 7. PROVIDE A FACTORY INSTALLED BELT AUTO TENSIONER 11. PROVIDE FACTORY INSTALLED HUMIDITROL (HOT GAS REHEAT). LIQUID SUB -COOLING IS NOT ACCEPTABLE. 15. PROVIDE 14" ROOF CURB. FOR RTU -6,7,8,9, AND 18" ROOF CURB FOR RTU -1 THRU RTU -5 5. PROVIDE PROVIDE FACTORY INSTALLED ELECTRIC HEAT WITH SINGLE POINT POWER. FOIL FACED INSULATION. 8. PROVIDE HINGED ACCESS PANEL AND RAWAL DEVICE FOR CAPACITY MODULATION. 16. PROVIDE A PHASE VOLTAGE MONITOR - FACTORY BELT BELT DIRECT 9. PROVIDE FACTORY INSTALLED AND FIELD WIRED 115V CONVENIENCE OUTLET. 12. PROVIDE FIELD INSTALLED HUMIDITY SENSORS. 17. PROVIDE 4 YEAR EXTENDED COMPRESSOR PARTS ONLY WARRANTY. TITUS ML -39 SONES - 8.5 17.5 18.7 N/A 13. PROVIDE A MOTORIZED OA DAMPER FACTORY INSTALLED 18. PROVIDE A STEP DOWN COMBINATION SUPPLY/RETURN AIR DIFFUSER - FIELD MOUNTEDN r-%/1 IAN r -A K / /%1 tr-_1 1■ r 1ZAF1/'%UJ I rHIV Dk.rICVULC MARK EF -1 EF -2 EF -3 EF -4 EF -5 NOTES MANUFACTURER - GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK CONTINUOUSLY WITH RESPECTIVE AIR HANDLING UNIT OR AS MODEL - GB -091-4 CUBE 300-20 S2 -16-417-A4 DBF4XLT GB -081-4 WHITE ACRYLIC SERVICE TOILET RMS. SERVICE -PURGE COMP. RM. CLOTHES DRYER LOCKER ROOMS EXHAUST FANS. TYPE - CENTRIF. CENTRIF. UPBLAST PROP INLINE CENTRIF. 9, EXHAUST AIR CFM 500 8500 1300 153 200 EXHAUST EXT. STATIC PRESSURE IN. H2O 0.75 0.5 0.50 0.375 0.50 AD -6 MOTOR Bhp/ hp 0.13/ 1/4 2.02/ 2 0.30/ 1/4 83W/ 0.73A 0.06/ 1/4 OPPOSED BLADE DAMPER DRIVE - BELT BELT DIRECT DIRECT BELT - SPEED RPM 1386 665 1750 2800 1170 TITUS ML -39 SONES - 8.5 17.5 18.7 N/A 5.7 1,200 INTERLOCK - RTU -3 FUME MONITOR THERMOSTAT DRYER UNIT RTU -6 277 ELECTRICAL V/0 120/ 1/ 60 460/ 3/ 60 120/ 1/ 60 120/ 1/ 60 120/ 1/ 60 MCA ROOF OPENING - 141/2x141/2 321/2x321/2 N/A 6 x 6 141/2x141/2 RETURN LOCATION ROOF -SALES ROOF -SERVICE COMP. S.WALL PREP./LAUNDRY ROOF LOCKER RMS. 13 NOTES 1-9 1-9 3, 4, 5, 6, 9 2, 10 1-9 LBS. NOTES: 1. PROVIDE SOUND ATTENUATED ALUMINUM ROOF CURB STARTERS AND 6. PROVIDE SOLID STATE SPEED CONTROLLER MOUNTED ON EXHAUST FINISH BACKDRAFT DAMPER FOR ROOF MOUNTED EXHAUST FANS. NOTES FAN FOR ALL DIRECT DRIVE FANS. 2. EXHAUST FANS SHALL BE WIRED SUCH THAT THEY RUN 7. SOUND INSULATE ALL EXHAUST FANS THAT HAVE A SONE LEVEL OF A�NRYL CONTINUOUSLY WITH RESPECTIVE AIR HANDLING UNIT OR AS 32" X 24" 10.0 OR GREATER. AD -2 INDICATED HEREIN. ALUM. 24 x 24 WHITE ACRYLIC TITUS PAR -AA 8. ALL CLASS 1, DIV. 1 ROOMS SHALL HAVE EXPLOSION PROOF 3. FOR PURPOSES OF FIRE CONTROL ALL FANS ARE TO BE ALUM. EXHAUST FANS. WHITE ACRYLIC INTERLOCKED WITH AIR HANDLING UNIT INDICATED ON SCHEDULE. IF 2� ROUND NECK COLLAR OPPOSED BLADE DAMPER AD -4 AIR HANDLING UNIT IS SHUT DOWN BY THE CONTROL SYSTEM, THE 9, SEE DIV 16000 FOR DISCONNECTS. W ITE ACRYLIC RESPECTIVE EXHAUST FANS SHALL SHUT DOWN. _ OPPOSED BLADE DAMPER AD -5 EXHAUST 10. PROVIDE 4" 0 GOOSENECK DISCHARGE 12" ABOVE ROOF. 4. EXHAUST FANS SHALL BE PAINTED A COLOR SELECTED BY THE O OPPOSED BLADE DAMPER AD -6 ARCHITECT. ALUM. 12 x 12ACRYLIC 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS/INFORMATION. O OPPOSED BLADE DAMPER A TM r%r-\ /T/%r- / /11 1r -r-1 1■ r- t_%1R VCVIk,F_ Jl.fICVULC MARK TYPE MATERIAL SIZE FINISH MFR. & MODEL NO. NOTES ACCESSORIES AD -1 SUPPLY ALUM. 24 X 24 A�NRYL TITUS PAS -AAO 32" X 24" RO UND NECKCO DAMPER AD -2 I RETURN ALUM. 24 x 24 WHITE ACRYLIC TITUS PAR -AA 1O OPPOSED BLADE DAMPER AD -3 SUPPLY ALUM. 12 X 12 WHITE ACRYLIC TITUS PAS -AA 2� ROUND NECK COLLAR OPPOSED BLADE DAMPER AD -4 SUPPLY ALUM. SEE PLAN FOR SIZE W ITE ACRYLIC TITUS 301 RS _ OPPOSED BLADE DAMPER AD -5 EXHAUST ALUM. 24 x 24 WHITE ACRYLIC TITUS PAR -AA O OPPOSED BLADE DAMPER AD -6 EXHAUST ALUM. 12 x 12ACRYLIC WHI IE TITUS PAR -AA O OPPOSED BLADE DAMPER AD -7 RETURN ALUM. SEE PLAN FOR SIZE WHI IE ACRYLIC TITUS 350 RL - OPPOSED BLADE DAMPER AD -8 SUPPLY ALUM. SEE PLAN FOR SIZE WHITE ACRYLIC TITUS ML -39 O INTEGRAL BALANCE DAMPER TU -2-3 SDR 14 2. ANODIZED FINISH 1,200 0.05 1200 55.0 3. BIRD SCREEN 7.5 2 277 1 4. MOTORIZED DAMPERS 15 64,62,60,56,55,54, 18 57,54,48,43,43,37, MCA 14 SUPPLY MAX FUSE SIZE AMPS NOTES: O1 OUTLETS TO BE OF SIZE TO FIT 2X2 CEILING GRID O2 WITH REQUIRED ACCESSORIES FOR HARD CEILING I /'ll 1\/Cn Clr`LIMMI 11 C O3 WITH REQUIRED ACCESSORIES FOR WALLS O4 48" AND 60" LONG, 1" SLOT, 3 SLOT, INSULATED INLET PLENUM WHERE SHOWN ON PLANS. LVVVCR Jl.fICVVLC L -1A THRU L -1D L-2 L-3 SERVICE - INTAKE OUTDOOR AIR INTAKE OUTDOOR AIR EXHAUST LOCATION - E.WALL SERVICE S.WALL COMP. RM S.WALL COMP. RM SIZE L X H (INCHES) 48" X 48" 32" X 24" 24" X 24" FREE AREA S.F. 8 2.5 2 AIRFLOW CFM 4250 1300 1300 MANUFACTURER - GREENHECK GREENHECK GREENHECK MODEL - ESK SERIES ESK SERIES ESK SERIES MATERIAL - ALUMINUM ALUMINUM ALUMINUM MAX AIR P.D. (IN H2O) 0.15 0.15 0.15 850 0.02 850 55.0 75.4 5.5 2 277 1 1 15 62,62,61,58,55,52, 20 56,53,51,44,39,34, TU -2-2 SDR 14 2,000 1,000 0.04 1000 55.0 75.4 6.5 2 NOTES: 1 1 15 63,61,59,55,54,53, 1. COLOR BY ARCHITECT 56,53,47,43,43,37, TU -2-3 SDR 14 2. ANODIZED FINISH 1,200 0.05 1200 55.0 3. BIRD SCREEN 7.5 2 277 1 4. MOTORIZED DAMPERS 15 64,62,60,56,55,54, 18 57,54,48,43,43,37, It MARK - L -1A THRU L -1D L-2 L-3 SERVICE - INTAKE OUTDOOR AIR INTAKE OUTDOOR AIR EXHAUST LOCATION - E.WALL SERVICE S.WALL COMP. RM S.WALL COMP. RM SIZE L X H (INCHES) 48" X 48" 32" X 24" 24" X 24" FREE AREA S.F. 8 2.5 2 AIRFLOW CFM 4250 1300 1300 MANUFACTURER - GREENHECK GREENHECK GREENHECK MODEL - ESK SERIES ESK SERIES ESK SERIES MATERIAL - ALUMINUM ALUMINUM ALUMINUM MAX AIR P.D. (IN H2O) 0.15 0.15 0.15 /A ilT A n1 r A Tn \ /i\1 1 1AAr n/1\/ !�/rI lrr\1 11 r V/`1fX1/'\ULL /`\1R V VLVI'IC UVA Jl..l-ICVVLC Tag Model Size Max Primary Min Primary Total SPD Heat/Fan EAT LAT EH Cap Steps Htr Phase Inlet SP Dis NC Dis PWL 2-7 Rad INC NOTES 1. BASIS OF DESIGN IS ENVIRO-TEC. 2. FIELD MOUNTED CONTROLS PROVIDED AND INSTALLED BY CONTROLS CONTRACTOR IN FIELD 3. PROVIDE HEATER WITH AUTO RESET PRIMARY TEMPERATURE LIMIT, SECONDARY HIGH LIMITS, AIRFLOW SWITCH, 80/20 NICKEL -CHROMIUM ELEMENTS, AND FUSING PER UL AND NEC. 4• PROVIDE MANUAL RESET SECONDARY LIMIT 5. PROVIDE NON-FUSED DOOR INTERLOCKING DISCONNECT. 6. PROVIDE 3/4 -INCH FOIL FACED INSULATION. 7. PROVIDE SINGLE POINT POWER CONNECTION. 8. NOISE CRITERIA RATED IN ACCORDANCE WITH ARI STANDARD 880 AT 1.0" STATIC PRESSURE AT TERMINAL INLET. JI"Ll I J i J l CI"I Jl..rICVULC-VUI.. I LCJJ11 AIR HANDLING UNIT DATA MARK AC -1 COOLING CAPACITY -TOT. BTUH 12,000 COOLING CAPACITY -BENS. BTUH 8,500 SUPPLY AIR CFM 400 OUTSIDE AIR CFM 0 STATIC PRESSURE (IN. W.C.) EXT. 0.3 MOTOR H.P. 16 WATTS ENTERING AIR TEMPERATURE (DB/WB) DEG. F. 80 / 67 ELECTRIC HEAT KW/STEPS N/A 0 FILTER / % 1/35 ELECTRICAL SERVICE V/PH/HZ 120/ 1/ 60 UNIT MCA AMPS 14 UNIT WEIGHT LBS. 35 MODEL N0. KWCA12A0 MANUFACTURER ENVIRO-AIR SERVICE TEL/DATA CONDENSING UNIT DATA MARK CU -1 REFRIGERANT R -410A AMBIENT TEMPERATURE DEG. F. 95 SUCTION TEMP. DEG.F. 45 COMPRESSOR N0./RLA EA 1/9.9 CFM CFM in w CFM F F kW Volt in w 5000 CFM Rad PWL 2-7 TU -1-1 SDR 19 5,000 2,500 0.25 2500 55.0 74.3 15.0 3 460 3 1 20 72,70,72,70,69,65, 32 66,62,62,51,45,39, TU -2-1 SDR 12 1,700 850 0.02 850 55.0 75.4 5.5 2 277 1 1 15 62,62,61,58,55,52, 20 56,53,51,44,39,34, TU -2-2 SDR 14 2,000 1,000 0.04 1000 55.0 75.4 6.5 2 277 1 1 15 63,61,59,55,54,53, 17 56,53,47,43,43,37, TU -2-3 SDR 14 2,300 1,200 0.05 1200 55.0 74.7 7.5 2 277 1 1 15 64,62,60,56,55,54, 18 57,54,48,43,43,37, MCA 14 SUPPLY MAX FUSE SIZE AMPS 20 RETURN ELECTRIC SERVICE V/PH/HZ 120/1/60 SYSTEM SEER ARI 13 EXHAUST UNIT MCA AMPS NOTES 1. BASIS OF DESIGN IS ENVIRO-TEC. 2. FIELD MOUNTED CONTROLS PROVIDED AND INSTALLED BY CONTROLS CONTRACTOR IN FIELD 3. PROVIDE HEATER WITH AUTO RESET PRIMARY TEMPERATURE LIMIT, SECONDARY HIGH LIMITS, AIRFLOW SWITCH, 80/20 NICKEL -CHROMIUM ELEMENTS, AND FUSING PER UL AND NEC. 4• PROVIDE MANUAL RESET SECONDARY LIMIT 5. PROVIDE NON-FUSED DOOR INTERLOCKING DISCONNECT. 6. PROVIDE 3/4 -INCH FOIL FACED INSULATION. 7. PROVIDE SINGLE POINT POWER CONNECTION. 8. NOISE CRITERIA RATED IN ACCORDANCE WITH ARI STANDARD 880 AT 1.0" STATIC PRESSURE AT TERMINAL INLET. JI"Ll I J i J l CI"I Jl..rICVULC-VUI.. I LCJJ11 AIR HANDLING UNIT DATA MARK AC -1 COOLING CAPACITY -TOT. BTUH 12,000 COOLING CAPACITY -BENS. BTUH 8,500 SUPPLY AIR CFM 400 OUTSIDE AIR CFM 0 STATIC PRESSURE (IN. W.C.) EXT. 0.3 MOTOR H.P. 16 WATTS ENTERING AIR TEMPERATURE (DB/WB) DEG. F. 80 / 67 ELECTRIC HEAT KW/STEPS N/A 0 FILTER / % 1/35 ELECTRICAL SERVICE V/PH/HZ 120/ 1/ 60 UNIT MCA AMPS 14 UNIT WEIGHT LBS. 35 MODEL N0. KWCA12A0 MANUFACTURER ENVIRO-AIR SERVICE TEL/DATA CONDENSING UNIT DATA MARK CU -1 REFRIGERANT R -410A AMBIENT TEMPERATURE DEG. F. 95 SUCTION TEMP. DEG.F. 45 COMPRESSOR N0./RLA EA 1/9.9 NOTES: 1. NO HEAT REQUIRED - DO NOT INSTALL ELECTRIC HEATER 2. PROVIDE WITH PLASTIC NON -CORROSIVE DRAIN PANS. 3. PROVIDE ROOF EQUIPMENT RAILS &HURRICANE HOLD DOWN STRAPPING PER DETAIL. 1. TERMINAL UNIT IDETIFICATION EXAMPLE: TU - I -I BOX SEQUENCE No. RESPECTIVE ROOFTOP UNIT No.>0 nr\1 TT e�\//rTr-AA 11 !- r11 1/'\T■ r -/V � ATn nAl Ant/�r f�11AAAAAnv 100 CONSTRUCTION DOCS. ISSUE DATE: 9-21 -1 1 Z 0 w i a J � Q �e� W U v O w J Qf /`y1R U/`1L/`11V1.0 JVI`'ll•I/`1Ri I LU� -C Q� J.0 � C� C� C� C� CONTRACT DATE: MAY 6, 2011 c0 W U � I Z 00 ctCC rn o v U C14 Q , Z r- J � L1_ W Z N Z W LLJ z Q J J ':� r 3 -L O 00 � ZgCNNNN LL_ RTU -1 0 SUPPLY 5000 CFM RETURN 4150 CFM EXHAUST 850 CFM U EXFILT. W TOTAL 5000 CFM IN 5000 CFM OUT RTU -2 ti SUPPLY 6000 CFM RETURN 5000 CFM EXHAUST 1000 CFM EXFILT. TOTAL 6000 CFM IN 6000 CFM RTU -3 CONDENSER FAN N0./RLA EA 1/0.8 RIA MCA 14 SUPPLY MAX FUSE SIZE AMPS 20 RETURN ELECTRIC SERVICE V/PH/HZ 120/1/60 SYSTEM SEER ARI 13 EXHAUST UNIT MCA AMPS 14 UNIT WEIGHT LBS. 120 EXFILT. MODEL N0. HS26-024 KWCA12A0 TOTAL MANUFACTURER CFM ENVIRO-AIR NOTES: 1. NO HEAT REQUIRED - DO NOT INSTALL ELECTRIC HEATER 2. PROVIDE WITH PLASTIC NON -CORROSIVE DRAIN PANS. 3. PROVIDE ROOF EQUIPMENT RAILS &HURRICANE HOLD DOWN STRAPPING PER DETAIL. 1. TERMINAL UNIT IDETIFICATION EXAMPLE: TU - I -I BOX SEQUENCE No. RESPECTIVE ROOFTOP UNIT No.>0 nr\1 TT e�\//rTr-AA 11 !- r11 1/'\T■ r -/V � ATn nAl Ant/�r f�11AAAAAnv 100 CONSTRUCTION DOCS. ISSUE DATE: 9-21 -1 1 Z 0 w i a J � Q �e� W U v O w J Qf /`y1R U/`1L/`11V1.0 JVI`'ll•I/`1Ri I LU� -C Q� J.0 � C� C� C� C� CONTRACT DATE: MAY 6, 2011 c0 W U � I Z 00 ctCC rn o v U C14 Q , Z r- J � L1_ W Z N Z W LLJ z Q J J ':� r 3 -L O 00 � ZgCNNNN LL_ RTU -1 0 SUPPLY 5000 CFM RETURN 4150 CFM EXHAUST 850 CFM U EXFILT. W TOTAL 5000 CFM IN 5000 CFM OUT RTU -2 ti SUPPLY 6000 CFM RETURN 5000 CFM EXHAUST 1000 CFM EXFILT. TOTAL 6000 CFM IN 6000 CFM OUT RTU -3 SUPPLY 3000 CFM RETURN 2600 CFM EXHAUST 400 CFM EXFILT. TOTAL 3000 CFM IN 3000 CFM OUT RTU -4 SUPPLY 4400 CFM RETURN 3050 CFM EXHAUST 1350 CFM EXFILT. TOTAL 4400 CFM IN 4400 CFM OUT RTU -5 SUPPLY 5000 CFM RETURN 4200 CFM EXHAUST 800 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -6 SUPPLY 1450 CFM RETURN 1300 CFM EXHAUST 150 CFM EXFILT. TOTAL 1450 CFM IN 1450 CFM OUT RTU -7 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -8 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT RTU -9 SUPPLY 5000 CFM RETURN 4500 CFM EXHAUST 500 CFM EXFILT. TOTAL 5000 CFM IN 5000 CFM OUT THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. o W 0 • o z = z _Z lLij � U vJ O HVAC SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET N0. M2.0 0 U W ti 0 o W 0 • o z = z _Z lLij � U vJ O HVAC SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET N0. M2.0 P -TRAP DETAIL NOT TO SCALE 24VAC CLASS p.C, 2 13 E TRANSFORMER `—USE EXTRACTOR EQUAL TO TRANSFORMER & 1 ABOVE HEATER 24V JIF v'a CONTACTORS BY 2 BOX MFGR. H1 HEATER SWE CONTACTOR Is TYPE 1 FOR ALL DUCT BRANCHES 4 B01 - C SPIN IN FITTING WITH LOCKING TYPE QUADRANT DAMPER AND AIR INEI 2 H2 HEATER EXTRACTOR. FOR SHEET METAL DUCT USE GENFLEX MODEL# SM2DEL CONTACTOR r 5 B02 - C >-o 2 001 DAA aJ LL i B03 [AIMI 6 DAMPER 0 I +3 4 -- B04 MOTOR + 2 7 13E1 24VAC COM 1 �Q � 24V 8 NOTE: DAMPER MOTOR TERMINATION SHOWN ROUND SHEET 161mi IS FOR COUNTER -CLOCKWISE OPEN. FOR METAL DUCT, MAX. CLOCKWISE OPEN REVERSE ACTUATOR m WIRES 2 & 3. ROTATION SWITCH IN "I" CLAMP TO ATTACH FLEXIBLE DUCTS POSITION. WP1 SPECIFICATIONS. BILK INO MICROSET II 9 WALL PLATE WHT SENSOR 10 WITH ORG 24VAC HUMIDISTAT 1 OPTION DISCHARGE TS1 IN2 AIR12 T TEMPERATURE 13 BLK + 15 MS/TP LAN -�- RED 16 PRESSUf VLC Tf SEAL FITTING W/ 3M SEALANT. SUPPLY DUCT SPIN -IN FITTING W/LOCKING QUADRANT DAMPER & 45' AIR EXTRACTOR. INSULATED ROUND FLEXIBLE DUCT (MAX. 12'-0" LONG) ROUND METAL - DUCT (EXTERNAL CEILING INSULATION) VLC1 DA1 PWR p.C, ROD WITH 13 E H1 H2 VLC1 CEILING DIFFUSER RUNOUT DETAIL NOT TO SCALE r EILING DIFFUSER 1- 24 VAC 2- GROUND 3- BO 0 (FAN) 4- BO 1 (HEAT 1) 5- BO 2 (HEAT 2) 6- BO 3 (MTR OPEN) 7- BO 4 (MTR CLOSE) 8- MTR HOT VBAC*fk (tel]F=as MADE IN USA POWER: MAX LOAD - 65VA NO BO'S- 5 V 24VAC LOADS 0 0.5A MAX CLASS 2 WIRING DEVICE USE COPPER CONDUCTORS ONLY SUITABLE FOR PLENUM MOUNTING FOR INDOOR USE ONLY u L L c/� 9- IN 0 / MSET 10- COM 11- IN 1 12- IN 2 13- COM 14 -IN 3 15- DATA+� 16- DATA BACnet MS/TP L SENSOR DRAIN WIRES (DO NOT 0 GROUND MS/TP DRAIN) � I � VAV WITH ELECTRIC HEAT - RTU -1 & RTU -2 C'Cr'%1 11-11%1flr" 1'1 r' nMr-M ATTr%It,1C JLLfVL1VVL VI VrL.F\/`111VIVJ TS1 DISCHARGE' TEMPERATURE SENSOR SPACE TEMPERATURE AS SENSED BY THE WALL PLATE SENSOR, WP1, WILL BE CONTROLLED BY THE VAV TERMINAL UNIT CONTROLLER. THE WALL PLATE SENSOR WILL PROVIDE USER SET POINT ADJUSTMENT, WITH PASSWORD PROTECTION. ON A RISE IN TEMPERATURE ABOVE THE COOLING SET POINT (ADJUSTABLE), THE PRIMARY AIR DAMPER WILL BE MODULATED OPEN TO ITS MAXIMUM CFM SETTING. ON A DROP IN TEMPERATURE, THE PRIMARY DAMPER WILL BE MODULATED CLOSED TO ITS MINIMUM CFM SETTING. ON A FURTHER DROP BELOW THE HEATING SET POINT (ADJUSTABLE), THE PRIMARY AIR DAMPER WILL BE MODULATED TO THE REHEAT CFM SETTING AND THE ELECTRIC HEAT WILL BE CYCLED IN STAGES TO MAINTAIN SPACE TEMPERATURE. THE HEATING COIL WILL ONLY BE ENERGIZED WHEN THE AHU SUPPLY AIR FAN IS OPERATING AND THE PRIMARY AIR IS AT THE REHEAT CFM SET POINT. WP1 ■ WALL PLATE SENSOR SOLENOID VALVE LIQUID LINE-/ _`1 SUCTION LINE THERMAL EXPANSION VALVE EVAPORATOR COIL /AIR FLOW '-SIGHTGLASS/MOISTURE INDICATOR ---CLOSE COUPLED FITTINGS LTER DRYER ONDENSING UNIT NOTES: VIBRATION ABSORBER'//�. SLOPE SUCTION LINE TOWARD COMPRESSOR. REFRIGERANT PIPING DIAGRAM 2. REFER TO FLOOR PLAN AND SCHEDULES FOR UNITS THAT NOT TO SCALE (CONDENSING UNIT BELOW COIL) WILL REQUIRE TWO CIRCUITS. ■ D ALUMINUM CONDENSER ANCHORING INTO EXISTIh (4) 5/16.0 X 1 1/2` LONG TAP SHEET METAL PLATE. GAUGE TO MATCH DUCTWORK (MIN. 18 ! HINGE VOLUME DAMPER USE EXTRACTOR EQUAL TO TITUS MODEL AG -225 WITH OPERATOR #1 WHEN ACCESS THROUGH THE GRILLE IS NOT POSSIBLE. -------- SUPPLY GRILLE p.C, ROD WITH 13 E I `—USE EXTRACTOR EQUAL TO v)Q ABOVE 12" HIGH USE 2 RODS) v'a TITUS MODEL AG -225 WITH 13 SWE Is TYPE 1 FOR ALL DUCT BRANCHES E401M TYPE 2 ALL SIDE WALL REGISTERS AND DUCT BRANCHES LESS THAN 6'-0" SPIN IN FITTING WITH LOCKING TYPE QUADRANT DAMPER AND AIR INEI EXTRACTOR. FOR SHEET METAL DUCT USE GENFLEX MODEL# SM2DEL r FOR FIBEROUS GLASS DUCT BOARD USE GENFLEX MODEL# DB-2DEL. >-o 001 aJ LL i [AIMI 4 -- AIR FLOW 13E1 �Q � 5WEI FLEXIBLE DUCT OR ROUND SHEET 161mi METAL DUCT, MAX. 6'-0" LONG. USE m EILING DIFFUSER 1- 24 VAC 2- GROUND 3- BO 0 (FAN) 4- BO 1 (HEAT 1) 5- BO 2 (HEAT 2) 6- BO 3 (MTR OPEN) 7- BO 4 (MTR CLOSE) 8- MTR HOT VBAC*fk (tel]F=as MADE IN USA POWER: MAX LOAD - 65VA NO BO'S- 5 V 24VAC LOADS 0 0.5A MAX CLASS 2 WIRING DEVICE USE COPPER CONDUCTORS ONLY SUITABLE FOR PLENUM MOUNTING FOR INDOOR USE ONLY u L L c/� 9- IN 0 / MSET 10- COM 11- IN 1 12- IN 2 13- COM 14 -IN 3 15- DATA+� 16- DATA BACnet MS/TP L SENSOR DRAIN WIRES (DO NOT 0 GROUND MS/TP DRAIN) � I � VAV WITH ELECTRIC HEAT - RTU -1 & RTU -2 C'Cr'%1 11-11%1flr" 1'1 r' nMr-M ATTr%It,1C JLLfVL1VVL VI VrL.F\/`111VIVJ TS1 DISCHARGE' TEMPERATURE SENSOR SPACE TEMPERATURE AS SENSED BY THE WALL PLATE SENSOR, WP1, WILL BE CONTROLLED BY THE VAV TERMINAL UNIT CONTROLLER. THE WALL PLATE SENSOR WILL PROVIDE USER SET POINT ADJUSTMENT, WITH PASSWORD PROTECTION. ON A RISE IN TEMPERATURE ABOVE THE COOLING SET POINT (ADJUSTABLE), THE PRIMARY AIR DAMPER WILL BE MODULATED OPEN TO ITS MAXIMUM CFM SETTING. ON A DROP IN TEMPERATURE, THE PRIMARY DAMPER WILL BE MODULATED CLOSED TO ITS MINIMUM CFM SETTING. ON A FURTHER DROP BELOW THE HEATING SET POINT (ADJUSTABLE), THE PRIMARY AIR DAMPER WILL BE MODULATED TO THE REHEAT CFM SETTING AND THE ELECTRIC HEAT WILL BE CYCLED IN STAGES TO MAINTAIN SPACE TEMPERATURE. THE HEATING COIL WILL ONLY BE ENERGIZED WHEN THE AHU SUPPLY AIR FAN IS OPERATING AND THE PRIMARY AIR IS AT THE REHEAT CFM SET POINT. WP1 ■ WALL PLATE SENSOR SOLENOID VALVE LIQUID LINE-/ _`1 SUCTION LINE THERMAL EXPANSION VALVE EVAPORATOR COIL /AIR FLOW '-SIGHTGLASS/MOISTURE INDICATOR ---CLOSE COUPLED FITTINGS LTER DRYER ONDENSING UNIT NOTES: VIBRATION ABSORBER'//�. SLOPE SUCTION LINE TOWARD COMPRESSOR. REFRIGERANT PIPING DIAGRAM 2. REFER TO FLOOR PLAN AND SCHEDULES FOR UNITS THAT NOT TO SCALE (CONDENSING UNIT BELOW COIL) WILL REQUIRE TWO CIRCUITS. ■ D ALUMINUM CONDENSER ANCHORING INTO EXISTIh (4) 5/16.0 X 1 1/2` LONG TAP SHEET METAL PLATE. GAUGE TO MATCH DUCTWORK (MIN. 18 ! HINGE VOLUME DAMPER USE EXTRACTOR EQUAL TO TITUS MODEL AG -225 WITH OPERATOR #1 WHEN ACCESS THROUGH THE GRILLE IS NOT POSSIBLE. -------- SUPPLY GRILLE TYPICAL BRANCH DUCT DETAILS NOT TO SCALE ti CUT INSULATION TO-----" PROPER LENGTH TO AVOID COMPRESSION. DUCT INSULATION DETAIL NOT TO SCALE RTU TAPE ALL JOINTS W/FASSON (SMACNA) ALUMINUM REINFORCED PRESSURE SENSITIVE TAPE. COAT EDGE, SEAMS AND JOINTS W/INSUL-COUSTIC PRODUCT "SURE -COAT #1-110 WHITE" FIRE RESISTANT MASTIC. INSULATION (R-6) �- SEAL ALL SEAMS & JOINTS W/HARDCAST TAPE #AM -401 DUCT CONDENSER UNIT TIE DOWN DETAIL NOT TO SCALE l -VII I r, VL 0 10 1 C.M. PROVIDE REMOTE SENSING OF RETURN AIR STREAM AND NOTES: CONNECT TO ZONE THERMOSTATS LOCATED ON O RETURN AIR DAMPERS PROVIDED BY CONTROLS DUCTWORK PLAN. CONTRACTOR. JRE 24' 24• 1 24' 12' FROM U NEW ROOFTOP UNIT 1 1 I 1 r r i t 1 3/8'0 6' LONG TEK SCREWS FASTENED INTO CURB 12' FROM EACH CORNER AND 24'ON CENTER , ; r Q2 TOTAL SCREWS) EXISTING CURB r r 1 r 4, RTU CANT STRIP By GENERAL CU\?RAC OR 1�-PRE-AE 18 GA G.4LV. STL. STRUCT. ROO- CURE. zC0-wC BY GENERAL 'ONIRACTOR \ \-WOOD NA'LEI \ / INSULATION 1/2" THROUGH BOLT, ? PT WOOD BLOCK 12" ON CENTER, MIN 4 � �� �-4"x4"x1/4" SUPPORT ANGLE- CCORDINATE LOCATIONS AND OPENING SIZES WITH STRUCTURE NSTALLATIDN COMPLIES WITH 190 MRH WND LOAD PER F8C NO -ES: 1. COORDINATE ROOF PENETRATIONS AND WATER PROOFING U'!7 GENERAL j ROOF CURB DETAIL CONTRA;• 70R. NTS ROOF -TOP UNIT HOLD-DOWN DETAIL NOT TO SCALE 3,J'o E' :. N.; T, -I cRr�;� CJ':tick /1, `.i r 1,211 Ll' Q LXHAU,IS ANS M CORNER F UNIT p.C, ROD WITH LOCKING NUT (DUCTS J�gfl `—USE EXTRACTOR EQUAL TO v)Q ABOVE 12" HIGH USE 2 RODS) v'a TITUS MODEL AG -225 WITH 0 OPERATOR #3 WHEN ACCESSIBLE THROUGH GRILLE. TYPE 1 FOR ALL DUCT BRANCHES TYPE 2 ALL SIDE WALL REGISTERS AND DUCT BRANCHES LESS THAN 6'-0" SPIN IN FITTING WITH LOCKING TYPE QUADRANT DAMPER AND AIR EXTRACTOR. FOR SHEET METAL DUCT USE GENFLEX MODEL# SM2DEL r FOR FIBEROUS GLASS DUCT BOARD USE GENFLEX MODEL# DB-2DEL. >-o aJ LL i 4 -- AIR FLOW �Q � FLEXIBLE DUCT OR ROUND SHEET METAL DUCT, MAX. 6'-0" LONG. USE m CLAMP TO ATTACH FLEXIBLE DUCTS AND SEAL AS PER SPECIFICATIONS. TYPICAL BRANCH DUCT DETAILS NOT TO SCALE ti CUT INSULATION TO-----" PROPER LENGTH TO AVOID COMPRESSION. DUCT INSULATION DETAIL NOT TO SCALE RTU TAPE ALL JOINTS W/FASSON (SMACNA) ALUMINUM REINFORCED PRESSURE SENSITIVE TAPE. COAT EDGE, SEAMS AND JOINTS W/INSUL-COUSTIC PRODUCT "SURE -COAT #1-110 WHITE" FIRE RESISTANT MASTIC. INSULATION (R-6) �- SEAL ALL SEAMS & JOINTS W/HARDCAST TAPE #AM -401 DUCT CONDENSER UNIT TIE DOWN DETAIL NOT TO SCALE l -VII I r, VL 0 10 1 C.M. PROVIDE REMOTE SENSING OF RETURN AIR STREAM AND NOTES: CONNECT TO ZONE THERMOSTATS LOCATED ON O RETURN AIR DAMPERS PROVIDED BY CONTROLS DUCTWORK PLAN. CONTRACTOR. JRE 24' 24• 1 24' 12' FROM U NEW ROOFTOP UNIT 1 1 I 1 r r i t 1 3/8'0 6' LONG TEK SCREWS FASTENED INTO CURB 12' FROM EACH CORNER AND 24'ON CENTER , ; r Q2 TOTAL SCREWS) EXISTING CURB r r 1 r 4, RTU CANT STRIP By GENERAL CU\?RAC OR 1�-PRE-AE 18 GA G.4LV. STL. STRUCT. ROO- CURE. zC0-wC BY GENERAL 'ONIRACTOR \ \-WOOD NA'LEI \ / INSULATION 1/2" THROUGH BOLT, ? PT WOOD BLOCK 12" ON CENTER, MIN 4 � �� �-4"x4"x1/4" SUPPORT ANGLE- CCORDINATE LOCATIONS AND OPENING SIZES WITH STRUCTURE NSTALLATIDN COMPLIES WITH 190 MRH WND LOAD PER F8C NO -ES: 1. COORDINATE ROOF PENETRATIONS AND WATER PROOFING U'!7 GENERAL j ROOF CURB DETAIL CONTRA;• 70R. NTS ROOF -TOP UNIT HOLD-DOWN DETAIL NOT TO SCALE 3,J'o E' :. N.; T, -I cRr�;� CJ':tick /1, `.i r 1,211 Ll' Q LXHAU,IS ANS M CORNER F UNIT p.C, D.C. 1r EXHAUST FAN TIE DOWN DETAIL NOT TO SCALE 1/2" THICK COVER GRATE SET IN BELL SEAL WATERTIGHT ---�.; ALL AROUND PIPE SLOPE Nc:�, EXHAU T rAN. iGTIrG G�:?3 NISHED GRADE 1=1I1= 60" LONG x 24"- CONC. PIPE WITH BELL END. 00c a0000000� 000' DRAIN PIPE ooc0000000( 000 ooc0000000( 000 o :)0000000( 000 000 °D ooc �0000000� 000 000000000000000000 tt PROVIDE 18" OF 1" GRADED WASHED RIVER GRAVEL D RYW E LL D ET.AI L NOT TO SCALE Cr-ni ICI�Ir-r- flG r1DCD A-rTnKIC SINGLE PATH VAV RTU SEQUENCE OF OPERATION (RTU -1 & 2) UNOCCUPIED: WHEN THE BUILDING IS INDEXED FOR UNOCCUPIED OPERATION BY THE TIMECLOCK SCHEDULE, THE UNIT FAN WILL BE DE -ENERGIZED. THE OUTSIDE AIR DAMPER WILL BE CLOSED. OCCUPIED: WHEN THE BUILDING IS INDEXED FOR OCCUPIED OPERATION BY THE TIMECLOCK SCHEDULE, THE OUTSIDE AIR DAMPER (D2) WILL OPEN AND THE COMPRESSORS WILL BE STAGED TO MAINTAIN DISCHARGE AIR SETPOINT. TEMPERATURE CONTROL: THE COMPRESSORS WILL STAGE TO MAINTAIN A DISCHARGE AIR TEMPERATURE SETPOINT OF 55'F AS SENSED BY TS1. OUTSIDE AIR CONTROL: WHEN THE UNIT IS IN OCCUPIED MODE, THE VOLUME OF OUTSIDE AIR WILL REMAIN CONSTANT. THE AIRFLOW MONITORING STATION, AFM1, WILL MONITOR THE AIRFLOW AND MODULATE THE OUTSIDE AND RETURN AIR DAMPERS TO MAINTAIN THE OUTSIDE AIRFLOW SETPOINT. WHEN THE VARIABLE FREQUENCY DRIVE RAMPS DOWN TO REDUCE THE AIRFLOW, THE OUTSIDE AIR DAMPER WILL MODULATE FIRST. ONCE THE OUTSIDE AIR DAMPER HAS MODULATED FULLY OPEN, THEN THE RETURN AIR DAMPER WILL MODULATE TO MEET SETPOINT. WHEN THE VARIABLE FREQUENCY DRIVE RAMPS UP TO INCREASE AIRFLOW, THE RETURN AIR DAMPER WILL MODULATE FIRST FOLLOWED BY THE OUTSIDE AIR DAMPER. AT NO TIME SHALL THE RETURN AIR DAMPER FULLY CLOSE DURING OCCUPIED MODE. SUPPLY FAN AND DUCTWORK PRESSURE CONTROL: THE SUPPLY FAN VARIABLE FREQUENCY DRIVE WILL MODULATE TO MAINTAIN A DISCHARGE AIR STATIC PRESSURE SETPOINT OF 1.5"WC AS SENSED BY THE PRESSURE TRANSMITTER (SP1). THE PRESSURE TRANSMITTER WILL BE LOCATED APPROXIMATELY 2/3 OF THE WAY TOWARD THE END OF THE MEDIUM P/V DUCTWORK SYSTEM. TO PREVENT OVER PRESSURIZING THE DUCTWORK, A HIGH STATIC PRESSURE SWITCH (SPHL1) WILL DE -ENERGIZE THE SUPPLY FAN. SEQUENCE OF OPERATIONS SINGLE PATH CAV RTU SEQUENCE OF OPERATION (RTU -3, 4, 5, 6, 7, 8, 9) UNOCCUPIED: WHEN THE BUILDING IS INDEXED FOR UNOCCUPIED OPERATION BY THE TIMECLOCK SCHEDULE, THE UNIT FAN WILL BE DE -ENERGIZED. THE OUTSIDE AIR DAMPER WILL BE CLOSED. OCCUPIED: WHEN THE BUILDING IS INDEXED FOR OCCUPIED OPERATION BY THE TIMECLOCK SCHEDULE, THE OUTSIDE AIR DAMPER (D2) WILL OPEN AND THE COMPRESSORS OR HEAT STRIP WILL BE STAGED TO MAINTAIN DISCHARGE AIR SETPOINT. TEMPERATURE CONTROL: THE COMPRESSORS OR HEAT STRIP WILL STAGE TO MAINTAIN A DISCHARGE AIR TEMPERATURE SETPOINT AS SENSED BY SPACE THERMOSTAT. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 or In z 0 Ln O < Q M �� 1 Is.l J 0 �w >m O Qj I uj0 W C O O D a CONTRACT DATE: MAY 6, 2011 c0 T d Lo Z � L'i� W � T O> o0 V Z Q n/ `J z W z w N z W z Q J _Z g o cL O � 00 p = Lo Z Z In g c; o W o 0 C7 � o Z z = z W � U z O r� HVAC DETAILS AND SPECIFICATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. M2.1 z 0 U W 0 O ut 4 � Q m SITE PLUMBING PLAN SCALE: 1" = 30' SEBIBB RISER BE SECURED LIGHT POLE P) P`1--1k1nrl A I N1^-rn ` L7 CIVL:MML IVIJ 1 CJ 1. REFER TO DRAWING P3.0 FOR PLUMBING FIXTURE SCHEDULE. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 Z O J W p M w W � O �w O >E I Lu� A� J� �Io l.� O (� nO 1� O CONTRACT DATE: MAY 6, 2011 W Ln U cr: � I � 00� —moo 0 1 Z Q z J LLJ W z �- W Lu Z Z Q - Z_ g c J � V 0 Z�co W O V ((:5:) Z Z � z W viU z LL CIS 0 SITE PLUMBING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. Pol 2 0 U W D II Ili I II I iII I i I I I I I I I I I I � I I I I I I � I I I II II I I I I I l I I I I ❑i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I ' I I I I ' I I I ❑I I I I I I I I I I ' I I I I I I T mw■m o I'vi to 0 c lol 00 11-1 rn P-16 0 In 4" 4" INV. SW 4„ 65„EL' 4„ OUTLET EL. (B.F.F.) -62” 4" (B. F. F.) 4" OW FROM CAR 4" SW TO CITY 4„ 00 4"OW ECO WATERWASH TSSEP AR SEWER SYSTEM ECO ECO (100 DFU's) 1000 GAL. OIL/WATE LINLET EL. SW 4" SEPARATOR. (FOR o o -56" ADDITIONAL INFORMATION I 0 (B.F.F.) INV. EL. ECO ECO REFER TO SHEET P3. , -54" OIL/WATER SEP T R ECO (B.F.F.) 0 0 c DETAIL) c O a FD -1 3" — b4" Hill 2" VITR FCO P-21 ) P-16 4" „ e i a „ 2" VTR 30'-4" 14'-0" 4„ _E 2" WCO -------- REF. 0 -El- EP - -- - cry-r—�o _- — — 4„ 1 4" P-1 I 2 P-1 4' c ° 3„ U ,I ---------- INV. EL. (B.F.F., START) ' 3 5/8' cell In o c n I WASTE PIPING PLAN Z SCALE: 1/8"=1'-0" y 4" OW WCO SW 1 2" 1 F -P----51 - ---------- t C , INV. EL. —26" (B.F.F.) FEW MENEM '-3 5 ' 'I ECO 0 4" 0 Lo FCO 0 c 4" FCO fl 4" OW ° 4" o o _ I � r— i I�I —�� L o'o o c o 0 0 o a 0 p: 1 3 14'-0" x. 30'-8" -- ------ --- REF. VEND P-16 2" VTR q 4" FD -1 q� c 3" 4„ INV. EL. ECO35"-1 (B.F.F.) IYV I L ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. 4 PARTIAL ENLARGED PLAN P1.0 PLUMBING PLAN LEGEND WASTE PIPING SW VENT PIPING VENT ----------- VENT THRU ROOF VTR OIL WATER PIPING OW W„ V C\/ Ik I r1TC[^ 1\L 1 I Y V 1 LJ O1CLOTHES WASHING MACHINE BY OWNER. 1 PARTIAL ENLARGED PLAN P1.0 SCALE: 1 /4" = 1'-0" 2 PARTIAL ENLARGED PLAN P1.0 SCALE:1 /4" = 1'-0" O O° 0 0 4„ I o o o c o 0 I i 2" 2" V UP 2" W DN ;a -3 P-3 37— „ 2„ 4" FF-D---ll3 - FD -1 " P 11 P-1 I V UP ' W DN — REF. VEND P-1 P-5 P-3 2„ 3, 2" V UP 2" W DN 3 PARTIAL ENLARGED PLAN P1.0 SCALE: 1 /4" = 1'-0" -2" V UP 2" W DN 2" V UP 2" W DN DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF NG ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 i �M W c- 0144 1 N W L� Q C3 O W J F � CONTRACT DATE: MAY 6, 2011 O • Lo V , z00 _ rn 0 z Q r Lim • Z J W z `` v W z Q Z V O O � Z � C3) o W 0 • > o U �, � o z z = Z 0 z W O r� WASTE PIPING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB N0. 2011-21 SHEET NO. P1.0 -+-+-+-+- 291 I I I ! I I I I I ILI 1 C I_ 4-t- I I i I. n,, l 3/4 I P-12 !II I 1 i QLl��� m MOVER I ' II � , i II o II I i I n n � \ I I� I " i I I I I I ''' `I � I I - —. '1I P-2 — — — -►H � o— — — — 2„ —�— ' >, DN T I D �n 1 1 4 I I �, I I i II I '� / I I- "'i I I SERVICE BAY I � SE CABINET (TYP.) 3/4" ! I I I o I-� N 3/41 HWR ! I ILI TT7 - � I r VI _ --_- -3/4„ ' ----- ------ ----- 3/4" I - - - - f N — P-19 3/4„ DN 1 ' I 3%4" I I/ SUPPLY WATER PIPING PLAN VIX-) SCALE: 1/8"=l' -O" l I 3 P-2 1 PLUMBING PLAN LEGEND I �_---- WASTE PIPING 1„ J<< __T- - - - - a o o a a - T °, I I I9zi I$ VTR ------_-- - i COLD SUPPLY WATER ❑ — — v o- _- P-19 HOT WATER RETURN — - - - ' 00 IIII I ! P-5 I I •1 I ! I I I;; -_^_a9 I 1 11 2" IIi I [�7 I !- ! 0 ❑� _�Tl —1 1/2" 3/4 - - — I I I ' 3/4"1 °, - c J - - - - - - � r, -T _F1 I I �/1*0 III i > 1> I Ll 12„ _ '_� � I _ L' > 1 L] I❑I I �/4" CW DN TO SERVICE BAY 4 ° °I J I el 0 0 ❑ - - - - - - ❑ CABINET TYP. - P-2 ( ) F77 � J c �+ I o ui I i I I, + I 7X7 - I � C I I 0 I ! 1 i 2?' !!! I I I I I I I !II I 1 i QLl��� m MOVER I ' II � , i II o II I i I n n � \ I I� I " i I I I I I ''' `I � I I - —. '1I P-2 — — — -►H � o— — — — 2„ —�— ' >, DN T I D �n 1 1 4 I I �, I I i II I '� / I I- "'i I I SERVICE BAY I � SE CABINET (TYP.) 3/4" ! I I I o I-� N 3/41 HWR ! I ILI TT7 - � I r VI _ --_- -3/4„ ' ----- ------ ----- 3/4" I - - - - f N — P-19 3/4„ DN 1 ' I 3%4" I I/ SUPPLY WATER PIPING PLAN VIX-) SCALE: 1/8"=l' -O" l I 3 P-2 1 PLUMBING PLAN LEGEND WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW — — COLD SUPPLY WATER CW — HOT WATER RETURN HWR 1 : DN Ei NOTES ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. 1 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" : HW DN CW DN YP) 2 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" II li II SIJo 0 0 0 l I S P-3 1/2" CW _ & HW I FE-73-1to 3/4" CW I DN � P-1 1 I 2» CW 1„ CW DN I _ � r HW ��;` (TYP) TP -1 P-2 3 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Z O Of 0 J Q � � N l Q J 0 �� 3 a I Wa � o° ui >E 5 i C J� O O O 0 CONTRACT DATE: MAY 6, 2011 r W Ln U Z I _ w w ♦ ^ � U z r- j z W z `� UJ L'Li z Q J Z rL J As VI O 00 C) 2 z o W o 0 Z z = Z o 0- z W O ro SUPPLY WATER PIPING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P2.0 0 U W 0 0 PLUMBING FIXTURE SCHEDULE __ SOIL COLD HOT WASTE WATER ITEM FIXTURE OR VENT WATER WATER FU FU a WASTE U (HANDICAPPED) KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MTD., 17" HIGH, VITREOUS P-1 WATER 4" 2" 1 1/4" -- 6 10 CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL FLUSH VALVE NO.111-1.28, 1.28 Nco CLOSET GPF. OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR. -AMERICAN STANDARD, CRANE, ELJER. (HANDICAPPED) KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MTD., 17" HIGH, VITREOUS ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL OPTIMA ELECTRONIC SENSOR WATERCHINA, 4" 2" 1 1/4" -- 6 10 ACTIVATED FLUSH VALVE MODEL 1.28 -ES -S, 1.28 GPF COMPLETE WITH 120V AC CLOSET TRANSFORMER MODEL No: EL -154 (REQUIRES 120/1/60 ELEC. SUPPLY CONN. BY OWNER) OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR.: AMERICAN STANDARD, CRANE, ELJER. KOHLER HIGHCLIFF NO. K-4350 WHITE FLOOR MTD., VITREOUS CHINA, ELONGATED, 1-1/2" P_2 WATER 4" 2" 1 1/4" -- 6 10 TOP SPUD, SLOAN ROYAL FLUSH VALVE NO.111-1.28, 1.28 GPF. OLSONITE 1OCC WHITE CLOSET OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR. -AMERICAN STANDARD, CRANE, ELJER. KOHLER HIGHCLIFF NO. K-4350 WHITE FLOOR MTD., VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL OPTIMA ELECTRONIC SENSOR ACTIVATED FLUSH VALVE MODEL WATER 4" 2" 1 1/4" -- 6 10 1.28 -ES -S, 1.28 GPF COMPLETE WITH 120V AC TRANSFORMER MODEL No: EL -154 CLOSET (REQUIRES 120/1/60 ELEC. SUPPLY CONN. BY OWNER) OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR.: AMERICAN STANDARD, CRANE, ELJER. (HANDICAPPED): KOHLER K-2005 'KINGSTON" 21"x18" WALL HUNG VITREOUS CHINA LAVATORY W/ HOLES ON 4" CENTERS AND DRILLED FOR CONCEALED ARM CARRIER - MOEN FAUCET MODEL 4400 ❑ FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR - OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED P-3 1 LAVATORY 2" 2" 1/2" 1/2)) 1 1.5 SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4' CHROME PLATED BRASS 'P' TRAP W/ CLEANOUT PLUG - WADE W-520-07 FLOOR SUPPORTED CONCEALED ARM CARRIER MOUNT RIM AT 34"A.F.F. AND INSTALL TO MEET ADA STANDARDS. COVER 'P' TRAP AND EXPOSED HOT & COLD WATER SUPPLY W/PREMANUFACTURED INSULATING COVER PER SPECIFICATIONS. EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. (HANDICAPPED): KOHLER K-2005 'KINGSTON" 21'x18" WALL HUNG VITREOUS CHINA LAVATORY W/ HOLES ON 4" CENTERS AND DRILLED FOR CONCEALED ARM CARRIER - SLOAN FAUCET MODEL NO. ETF -600 ELECTRONIC SENSOR Ck FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR - OFFSET DRAIN W/ STRAINER - 3/8' CHROME PLATED LAVATORY 2„ 2" 1/2" 1/2" 1 1.5 SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4' CHROME PLATED BRASS 'P' TRAP W/ CLEANOUT PLUG - WADE W-520-07 FLOOR SUPPORTED CONCEALED ARM CARRIER MOUNT RIM AT 34"A.F.F. AND INSTALL TO MEET ADA STANDARDS. COVER 'P" TRAP AND EXPOSED HOT & COLD WATER SUPPLY W/PREMANUFACTURED INSULATING COVER PER SPECIFICATIONS. EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. KOHLER K-2196-4 "PENNINGTON" 16"x11" COUNTERTOP OVALVITREOUS CHINA LAVATORY W/ 1/2" 1/2" 1 1.5 HOLES ON 4" CENTERS - MOEN FAUCET MODEL NO. 4400 FAUCET WITH 0.5 GPM FLOW FP_- 4-1 LAVATORY 2" 2" RESTRICTOR AERATOR, OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED SUPPLIES W/WHEEL HANDLE STOPS 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. KOHLER K-2333 DEMILAV COUNTERTOP 18 3/4"x15 5/8" CAST IRON WADING POOL LAVATOR AXOR STARK 120V ELECTRONIC SENSOR - FAUCET MODEL NO. 10146001 (CHROME) OR 10145801 (OPTIK) AS SELECTED BY OWNER, FAUCET WITH 0.5 GPM FLOW RESTRICTOR LAVATORY 2" 2" 1/2" 1/2" 1 1.5 AERATOR, OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED SUPPLIES W/WHEEL HANDLE STOPS 1 1/4- CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. DAYTON DOUBLE COMPARTMENT COUNTERTOP SINK 33"x 19"x 6 7/16" W/ (3) 1 1/2"0 FAUCET HOLES ON 4" CENTERS - MODEL D23319 FAUCET WITH 0.5 GPM FLOW P-5 1 SINK 2" 2" 1/2" 1/2" 1 1.5 RESTRICTOR AERATOR - STRAINER - 3/8" CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. ELKAY UNDERCOUNTER MOUNT SINK MODEL ELUH, 2115 1 7/8"0 FAUCET HOLE - PROVIDE AMERICAN STANDARD FAUCET MODEL 2064.151 WITH 0.5 GPM FLOW RESTRICTOR AERATOR FP ---6-1 SINK 2" 2" 1/2" 1/2" 1 1.5 - STRAINER - 3/8" CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. FIAT MSB -2424 MOLDED STONE MOP BASIN W/ #302 COMBINATION DOME STRAINER & LINT P-7 SIONK 2" 1 /2" 1 /2" 2 4 BASKET, COLOR #219 - #830 -AA CHROME PLATED SERVICE FAUCET W/ VACUUM BREAKER, 3"OP INTEGRAL STOPS, WALL BRACE, PAIL HOOK, AND 3/4 HOSE THREADED ON SPOUT. SEE DETAIL 2/P4.1. ELECTRIC RUUD-PACEMAKER WATER HEATER MODEL PES -30-2, 30 GALLON STORAGE, FIBERGLASS P-8 WATER __ __ __ __ __ __ INSULATION, COMB PRESS & TEMP RELIEF, OVERFLOW PAN (2) ELEMENTS @ 4500 WATTS, HEATER 240V EQUAL MANUFACTURERS - A.O. SMITH, STATE, NATIONAL, AND LOCHINVAR. WALL HUNG MULTI-LEVEL BARRIER -FREE ACCESS WATER COOLER. ONE FOUNTAIN SHALL P_9 WATER 2" 2" 1/2" __ 1 25 BE WHEEL CHAIR ACCESSIBLE. ELKAY MODEL EBFATL-8. PROVIDE WATER COOLER WITH FOUNTAIN STAINLESS STEEL FINISHING. WATER COOLER SHALL BE FOR 120 VOLTS, SINGLE PHASE SERVICE. WADE NON -FREEZE #W-8600, BRONZE CASING W/NICKEL BRASS FACE, BACKFLOW -10 WALL -- 3/4" -- -- 2.5 PREVENTER, W/ LOOSE KEY SHUT-OFF. EQUAL MANUFACTURERS - JOSAM, WOODFORD, HYDRANT WATTS, ZURN. WHITE VITREOUS CHINA WALL HUNG URINAL. AMERICAN STANDARD LYNBROOK No: 6601.012 1 1/4" TOP SPUD, 1.0 GPF. SLOAN OPTIMA ELECTRIC SENSOR FLUSH VALVE No: 180-1.5 P-il URINAL 2" 2" -- -- 2 -- ES -S. ZURN FLOOR CARRIER Z-1221. MOUNT @ 24" ABOVE FINISHED FLOOR TO TOP FRONT RIM. FOR BARRIER FREE MOUNT ® 17" A.F.F. TO TOP OF FRONT RIM. 1" CW, 2" VENT, 3" SAN. P-12 HOSE-_ _- 3 4" / -- -- 2 5 POST HYDRANT - 18" ABOVE GROUND OR FINISHED SLAB 3/4" CONNECTION ZURN BIBB Z-1385-3/4" IPS, P-13 EYEWASH 1 1/4" -- 1/2" -- __ 1 EYE WASH UNIT WITH STAINLESS STEEL BOWL AND FACE SPRAY RING, BRADLEY MODEL S19-21OBF (BARRIER -FREE MODEL). FIAT TUF-TUB MODEL SF -1-F UTILITY TUB-MOEN FAUCET MODEL 4975 FAUCET WITH 3/8" P-14 UTILITY 21' 2" 1/2" 1/2" 2 2 CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" SINK TRAP WITH CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. P-15 CIRC.-- IN-LINE HOT WATER CIRCULATION PUMP WITH BRONZE CONSTRUCTION. BELL AND GOSSETT PUMP __ -- -- __ -- MODEL NFB -22 SYSTEM LUBRICATED CIRCULATOR WITH 120 VOLTS, 1/12 HP MOTOR. PUMP CAPACITY SHALL BE 5 GPM AT 12 FT. HEAD. TRENCH__ SERVICE BAY TRENCH DRAIN - PERMA-TRENCH TRENCH DRAIN BY ZURN, Z-886, 6" P-16 DRAIN 4„ -- -- __ -- WIDE WITH GALVANIZED STEEL HEAVY DUTY TRAFFIC GRATE, PERFORATED. W/H FACTORY PRE -CHARGED DIAPHRAGM TYPE EXPANSION TANK FOR POTABLE WATER. P-17 EXPAN. -- -- -- -- -- -- WATTS MODEL DET -12. PROVIDE WITH WALL MOUNTING BRACKET AND INSTALL PER TANK MANUFACTURER INSTRUCTION. WATER KOHLER CIMARRON ELONGATED K3609 VITREOUS CHINA, 1.28 GPF, P-18 CLOSET 4" 2" 1/2" -- 6 2.5 TANK TYPE COMPLETE WITH CHURCH SOLID PLASTIC OPEN FRONT SEAT OR EQUAL. AMERICAN STANDARD, CRANE, ELJER. P-19 P.O.SLOCHINVAR MODEL JRC 002E, 2 GALLON STORAGE, 120/1/60 ELEC. SERVICE 1800 W/4 FT. WATER POWER CHORD. PROVIDE 1 GAL. AMTROZ EXP. TANK HEATER -20 2" 2" 3/4" 3/4" 3 2.5 SYMMONS LAUNDRY - MATE MODEL NO. W-600 BOXHER ZURN Z1189 ACID RESISTANT COATED INTERIOR AND EXTERIOR FABRICATED STEEL OIL -- -- -- __ __ OIL/SEDIMENT INTERCEPTOR, BRONZE CLEANOUT PLUG AND VISIBLE DOUBLE WALL TRAP SEAL, p-21 WATER 4" REMOVABLE SEDIMENT BUCKET, HORIZONTAL BAFFLE, INTERNAL VENT CONNECTION, WITH SEPARATOR DURA -COATED HEAVY-DUTY CAST IRON GRATE. SIZE 60. SUMP ZURN HEAVY DUTY GRATE MODEL No: Z-793 DURA -COATED CAST IRON. PROVIDE (2) 12"x24" -22 GRATE -- -- -- -- GRATES, INSTALL FLUSH WITH FIN. FLOOR. PROVIDE STEEL FRAME AND ANCHOR CLIPS. PROVIDE 3 OPENING IN GRATE FOR 2" PIPE INSERTION. FD1 FLOOR 31, 2" WADE #1103G6 COATED CAST IRON WITH 6"X6" SQUARE NIKALOY TOP (VANDAL. PROOF TOP) DRAIN -- -- 5 __ EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. PROVIDE DEEP SEAL TRAP WITH TRAP PRIMER FROM NEAREST SINK. HUBZURN HEAVY DUTY GRATE MODEL No: Z-793 DURA -COATED CAST IRON. PROVIDE (2) 12"x24" FD -2 DRAIN 3" 2 -- -- 1 -- GRATES, INSTALL FLUSH WITH FIN. FLOOR. PROVIDE STEEL FRAME AND ANCHOR CLIPS. PROVIDE 3 N OPENING IN GRATE FOR 2" PIPE INSERTION. WALL WADE #W -8480R, WITH BRASS PLUG AND ROUND STAINLESS STEEL SECURED ACCESS WCO CLEAN -- -- -- -- -- -- COVER. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. OUT FLOOR WADE W -6000Z -X, CAST IRON W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON VANDAL FCO CLEAN -- -- -- -- -- PROOF TOP WITH STAINLESS STEEL SCREWS. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. OUT SMITH. EXTERIOR WADE W -6000Z -X, CAST IRON W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON ECO CLEAN -- -- -- -- -- -- VANDAL PROOF TOP. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. OUT FT-PTRAP TRAP PRIMER - ZURN Z-1022 SANI-GARD. CONNECT TO CW WITH VALVE, EXTEND TPP -1 PRIMER TO FLOOR DRAIN AS REQUIRED, 1/2" CW. IM .. /- r w 1 r r% A A l /1 T r 9- - FLVI"Ib11VV VCIVLKAL NiJILJ 1 PLUMBING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. 2 THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN AND DEFINE CONDITIONS AND SPECIFIED REQUIREMENTS, PIPE SIZES, AND MANNER OF ERECTING WORK. THE CONTRACTOR SHALL REALIZE THAT THE DRAWINGS COULD NOT DELVE INTO EVERY STEP SEQUENCE, OR OPERATION NECESSARY FOR THE COMPLETION OF THE PROJECT WITHOUT DRAWING ON THE CONTRACTOR'S INGENUITY OR EXPERIENCE. THE PLUMBING SUBCONTRACTOR PRIOR TO BIDDING MUST THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING CONDITIONS AND THE PROPOSED IMPROVEMENTS, NO REQUEST FOR CHANGE IN CONTRACT PRICE WILL BE CONSIDERED FOR WORK REQUIRED THAT COULD BE DETERMINED BY A THOROUGH INSPECTION OF THE WORK AREA AND PROPOSED IMPROVEMENTS. 3 FURNISH AND INSTALL ALL REQUIRED COMPONENTS INCLUDING TRAPS, TAILPIECES, CARRIERS AND SUPPORTS. PROVIDE FLOOR DRAINS WITH TRAP PRIMER CONNECTED TO COLD WATER SUPPLY. 4 OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS OF WORK WHICH ARE CUSTOMARILIY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS- DESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 5 THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM IMMEDIATELY UPON RECEIPT, AND SHALL PROMPTLY NOTIFY SPRING ENGINEERING, INC. OF ANY DISCREPANCIES. THE CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE WORK, AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. 6 SUBCONTRACTORS BIDDING THIS PROJECT SHOULD CAREFULLY REVIEW ALL PAGES OF THE PLANS, ITEMS UNDER THEIR SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE SPECIFICALLY MARKED M, E, OR P. GENERAL CONTRACTOR SHOULD INSURE THAT SUBCONTRACTORS REVIEW COMPLETE STES OF DRAWINGS. WALL LAVATORY/HAND SINK FLOOR MOUNT UPRIGHT SUPPORT. SEE SPEC. SHEET P1. 4x4 WELDED BASE PLATE W/ (4) 1/2" HILTI KWIK BOLT II. OR EQUAL BY G.C. FINISH FLOOR LAVATORY SUPPORT DETAIL NOT TO SCALE 7 PLUMBING SUBCONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION AND SIZE OF ALL EXISTING AND INVERTS PRIOR TO STARTING ANY WORK OR ORDERING ANY MATERIALS. 8 FURNISH AND INSTALL INDIVIDUAL STOP, (SHUT-OFF VALVES), AT EACH FIXTURE. EXPOSED STOPS SHALL BE CHROME PLATED. 9 TOILET FIXTURES SHALL BE OF COLORS SELECTED BY THE OWNER. SUBMIT COLOR SELECTION CHART SO COLOR SELECTIONS CAN BE MADE. 10 MOUNT HANDICAPPED FIXTURES AT HEIGHTS ABOVE THE FINISHED FLOOR AS DIRECTED BY THE A.D.A., FLORIDA STATE BUILDING CODES. PROVIDE INSULATION ON ALL HOT WATER PIPING UNDER LAVATORIES SUBJECT TO HUMAN CONTACT. 11 BRIGGS, DAYTON, KOHLER AND DELTA MAY BE SUBMITTED FOR APPROVAL BY THE ENGINEER. ALL SUBMITTED MATERIALS MUST COMPLETELY DESCRIBE THE ITEM INVOLVED. THIS WILL BE SUBJECT TO ENGINEER'S REVIEW. 12 ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP AND TRAP PRIMER. ALL FLOOR DRAINS TO BE A MINIMUM OF 3" DIAMETER. 13 ALL SOIL, WASTE, AND VENT PIPING SHALL BE CAST IRON NO HUB OR PVC SCHEDULE 40. 14 ALL UNDERGROUND PIPING EXCEPT PVC, SHALL BE WRAPPED ALL OVER WITH SCOTCH WRAP 2 -PLY WRAPPING OF 10 MIL. THICKNESS VINYL TAPE, OR COATED ALL OVER WITH LIONS SEAL COAT. 15 COORDINATE WORK WITH ALL TRADES. 16 ALL HOT PIPING TO BE INSULATED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE, LATEST EDITION. 17 ALL WATER SUPPLY PIPING SHALL BE TYPE "K" FOR ALL UNDERGROUND PIPING AND TYPE "L" FOR PIPING ABOVE CEILING WITH 95.5 SOLDERED JOINTS (LEAD FREE). WADE W-2400 TRAP PRIMER OR EQUAL FLOOR DRAIN CONCEAL PIPING AND/OR1 /2"CW (MIN.) -/IN WALL FLOOR SINK 1/2" CW DEEP SEAL "P" TRAP WITH TRAP PRIMER CONNECTION NOTE: PROVIDE TRAP PRIMER FOR DRAINS AS REQUIRED PER LOCAL REQUIREMENTS. TRAP PRIMER DETAIL NOT TO SCALE 18 PROVIDE WATER HAMMER PROTECTION AT EACH FIXTURE OR GROUP OF SIMILAR FIXTURES. 19 PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. 20 VERIFY AVAILABILITY OF SUFFICIENT WATER PRESSURE FOR USE WITH FLUSH VALVES WHEN SPECIFIED. WHEN SUFFICIENT WATER PRESSURE IS NOT AVAILABLE, SUBMIT FIXTURE SUBSTITUTES TO ARCHITECT FOR APPROVAL. 21 CONTRACTOR SHALL INSTALL AND MAKE ALL PLUMBING CONNECTIONS TO OWNER FURNISHED EQUIPMENT. 22 VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. 23 FURNISH CUT-OUT TEMPLATES FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK TO THE GENERAL CONTRACTOR. 24 ALL WORK, BOTH MATERIAL AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM ACCEPTANCE BY THE OWNER. 25 ALL CHANGES SHALL BE APPROVED BY ARCHITECT. 26 ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF 3'-0" BEFORE ROOF PENETRATION. 27 ALL PLUMBING VENTS WITHIN A 10'-0" RADIUS OF EXHAUST VENTS SHALL BE EXTENDED TO A HEIGHT OF 2'-0" ABOVE EXHAUST CROWN. 28 COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. 29 MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT. 1U VfiL. uiL/ VVH I CK DL:rA vA i VR M H.C. NOTES 1. ALL H.C. FIXTURES TO BE INSTALLED AS PER THE, ADA ACCESSIBILITY REQUIREMENTS, AND ANSI 117.1 2. WATER CLOSET: THE HEIGHT OF WATER CLOSETS SHALL BE 17"-19" MEASURED TO TOP OF TOILET SEAT. 3. EXPOSED PIPES AND SURFACES: HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE. SURFACES UNDER LAVATORIES. 4. MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE NO HIGHER THAN 38" FROM FLOOR AS PER CABO/ANSI 117-1992 STANDARDS. 5. DRINKING FOUNTAINS: SPOUTS SHALL BE NO HIGHER THAN 36" MEASURED FROM THE FLOOR TO THE SPOUT OUTLET FOR HC UNITS. SPOUTS SHALL BE NO HIGHER THAN 42" MEASURED FROM THE FLOOR TO THE SPOUT OUTLET FOR STANDARD UNITS. 6. TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN REACH (APPROX. 19" FROM THE FLOOR). PAPER TOWEL AND SOAP DISPENSERS, IF FORWARD REACH, MOUNT AT 48" MAX. IF SIDE REACH, MOUNT AT 54" MAXIMUM. 16 1318 14 13 18 18 m -0 iml- __ V Aly 0 n 17 17 ELEVATION 1 150# R.F.S.O. FLANGE W/ 2" NPT FOR VENT 2 SLUDGE CHAMBER. 3 VELOCITY HEAD DIFFUSION BAFFLE. 4 WEAR PLATE. 5 SEDIMENT CHAMBER. 6 UNDERFLOW BAFFLE. 7 SLUDGE BAFFLE. 8 STRIKER PLATES. 9 PARALLEL CORRUGATED PLATE COALESCER. 10 OIL/WATER SEPARATOR CHAMBER. 11 6" THICK COALESCER MATERIAL INSTALLED W/ PULL ROD SHIPPED LOOSE. 12 OUTLET DOWNCOMER. 13 24"0 MANWAY WITH BOLT -ON EXTENSION SHIPPED LOOSE. NOTES: 1. VERIFY DEPTH OF TANK PRIOR TO ORDERING. 2. MANWAY COVERS MINIMUM RATING : HS20 4"0 14 4"0 FTG. FOR OIL PUMP -OUT W/ INTERNAL PIPE INSTALLED AND RISER PIPE SHIPPED LOOSE. 15 2"0 FTG. FOR LEVEL SENSOR W/ RISER PIPE SHIPPED LOOSE. 16 LIFTING LUG. 2"0 FTG. FOR VENT TYP, BOTH MANWAYS. 18 4"0 FTG. FOR GAUGE WITH PLUG TYP. BOTH MANWAYS. 19 2"O FTG. FOR LEAK DETECTION. LZg 7 GA. BULKHEAD. (f Highlall Talk THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Z 0 Ui _jJa CO tV N u! E- E - L3 3 >0 L its 0 I Lu� ct Q� Q JC � iE O O O O CONTRACT DATE: MAY 6, 2011 (.0 W U j � I � a0 W I- 0) o ct� Z Q zt r, I..L • j z I..L QD J W Z LL_V) w LLI z Z Q 0 D rr- rL J Ad V p O= 00 Z z w °' 0 • o z = z Z 07 O z U) W O n PLUMBING NOTES/SCHEDULES/ DETAI LS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P3.0 z 0 a U W 0 0 PLUMBING PLAN LEGEND WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW — — COLD SUPPLY WATER CW — HOT WATER RETURN HWR • . . F�C� ISOMETRIC WASTE PIPING DIAGRAM SCALE: N.T.S. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Z O _N W J � cc Q M W - N N ` uJ L% L3 L J V l 'O �w O ca >m cc uj co �1r ca Ac V C II� iE 0 0 IJ CONTRACT DATE: MAY 6, 2011 W � U j � I � Z 00 I• T V � O U U�NI Z Q � W Z L` U) z W Z Q J 0 CL J V O Z � Zo W O (^ � � O V z = Z Z W � U z v) d - O ISOMETRIC WASTE PIPING DIAGRAM DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P3.1 z P-6 SINK 3 1 3 P-7 P-14 SINK 2 2 4 P-8 ELECTRIC WATER HEATER P-9 WATER FOUNTAIN 2 0.25 1 P-11 URINAL 2 4 8 rP---2-0-1 LAUNDRY BOX 1 3 3 FP ----2-11 OIL WATER SEPARATOR 2 3 6 FD -1 FLOOR DRAIN 5 2 10 STD TRENCH DRAIN 2 1 2 FP -- —2 -2FI SUMP GRATE 1 2 2 TOTAL DRAINAGE FIXTURE UNITS (DFU's) 102 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 Z O _N W J � cc Q M W - N N ` uJ L% L3 L J V l 'O �w O ca >m cc uj co �1r ca Ac V C II� iE 0 0 IJ CONTRACT DATE: MAY 6, 2011 W � U j � I � Z 00 I• T V � O U U�NI Z Q � W Z L` U) z W Z Q J 0 CL J V O Z � Zo W O (^ � � O V z = Z Z W � U z v) d - O ISOMETRIC WASTE PIPING DIAGRAM DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P3.1 z 0 U W O 0 I \ P-10� I) / / / / a \ 3/gyp G COFFEE P-19 1/gyp H \ 3� P-5 I \ � I � 2" INCOMING CW LINE FROM CITY UTILITY (174 SFU's) N, 34aw 1�2>� PROVIDE MAIN HWR 1„ SHUT–OFF VALV_�i \ I \ FP ---15 \ IN RISER / P-4 I t4 i FP--- 1-7 3NN MEETING/BREAK DEALER �� wR ROOM / TOILET I R I 12" jj P-18 I \ / P-12 P– 8 P-10 \ P-9 \N, / I ` ` P-7 P -4A `\ 1 r P-13 \ P-9 � WOMEN' �"Nw2"�W I �y. TP -1 0 TOILET �' FP _–_4-A 3/���� I I � FP –_37A / lool P -2A P -2A ( _ � 3/4" TO SUSPENDED PLUMBING CONTRACTOR IS –11 ` /f �x I HOSE REEL (TYP) P-12 RESPONSIBLE FOR LOW ' I TP -1 ^� I / \ VOLTAGE WIRING FOR ALL MENS P -2A G P -1A 2" 2� ZA v AUTO/SENSORE VALVES TOILET �1 �/ EP -3A 20 P-1 P 1 1/2 11/�p 1/2N / , `PN 1 / � SERVICE BAYS FP ---1 –2 /F —P- 6 \ / I N. • I FP-- 1-9 1" / \� * 3/4" DOWN TO SERVICE BAY CABINET (TYP) I / SERVICE DRIVE \ I \ I I I P-12 FP _7 -51 lloo P --i0 / -17 \ \ 2p I TP -1 P-14 PLUMBING PLAN LEGEND ITEM WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW — — COLD SUPPLY WATER CW — HOT WATER RETURN HWR SUPPLY FIXTURE UNIT CALCULATION ITEM FIXTURE TYPE QUANTITY F.U. (EACH) TOTAL F. U. 0 P-1 WATER CLOSET 9 10 90 P-2 FP-- _1_8FI WATER CLOSET 1 2.5 2.5 P-3 LAVATORY 6 1.5 9 F—P-4-1 LAVATORY 3 1.5 4.5 P-5– P6 SINK 3 1.5 4.5 PP --147 SINK 2 4 8 P-8 ELECTRIC WATER HEATER P-19 P-9 WATER FOUNTAIN 2 0.25 1 P-10 P-12 HOSE BIBB 13 3 39 P-11 URINAL 2 5 10 P-13 EYE WASH 2 1 2 FP ---2-0-1 WASHER BOX 1 2.5 2.5 TOTAL SUPPLY FIXTURE UNITS (SFU's) 174 ISOMETRIC WATER PIPING RISER DIAGRAM N.T.S. FP __8 P-20 I Gw W. TECH 2°cv� LOCKER P-101 P-12 P-13 �v TP -1 COFFEE TECH BREAK ROOM G �\ TP -1 N.\ IC P-3 TP -1 Fp--- —11 M. TECH P-1 LOCKER 1/2, THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT, THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 z O L0 w i J I�� � �r N INN :+.I ire Ld >0 crL� CJ � :Y J �w I Lu C J� 0 O nno l� O CONTRACT DATE: MAY 6, 2011 w U r Z ~ I �� —0)o U ^ v Z Q � z LJJ zLL w LJJ z W Z Q J Z a J Ad UI O_ 00 Z L0 L0 w r O O rn . o V C� o zz=Z W C 0 z vJ W O ISOMETRIC WATER RISER DIAGRAM DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P3.2 z 0 a U W O 0 w SITE POWER / SYSTEMS PLAN SCALE: 1" = 30' os' vcv I%I/'1TC[` 1\L 1 1 Y V 1 L i O1 PROVIDE (2) 2" & (2) 4" PVC WITH PULL BOXES AND PULL WIRE PER TV/DATA/TEL/CO STDS. STUB UP 12" A.F.F. IN DATA 134. VERIFY PRIOR TO BID LOCATION WITH TELEPHONE COMPANY AND ANY CHARGES FOR PROVIDING SERVICE. 2O POWER COMPANY TRANSFORMER - PROVIDE SECONDARY SERVICE ENTRANCE PER SINGLE LINE DIAGRAM. VERIFY WITH FLORIDA POWER & LIGHT POWER COMPANY CHARGES AND PROVIDE ALL WORK REQUIRED TO PROVIDE SYSTEMS & POWER. O3 3/4" PVC TO DATA / TELEPHONE. /^CAICA A I AIr1Tc[" VCIVCIZHL IVU I CJ CONTRACTOR TO VERIFY ALL ON-SITE UTILITY LOCATIONS PRIOR TO INSTALLATION OF SITE POWER / SYSTEMS. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 U) Z O w 0 co we N V W (r H Q LL. 'lV �IO �w O _r l Lu A� V •P 0 a 0 0 0 CONTRACT DATE: MAY 6, 2011 c� W U � I � �� Lij PC)o r ^w T V r-, U Z Q C-4 Z W z `` Lj W Z Z Q J z C_ J � UI O Z � Z g c o Lu O O Z = Z Z — Q � 0 z U) O SITE POWER / SYSTEMS PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E0.1 2 0 W 0 i Wminaire Schedule U W Or ,Symbol Qty Label Lumens LLF Description O U z Q 40 DD2(FT-SH) 40000 1.000 SP17985-2 (400W double type FT rot optics c/w int SH) Z LLJ J 8 DD2(3H) 40000 1.000 SP17985-2 (40OW double type III) + 3 DD1(3H) 40000 1.000 SP17985-1 (400W single type III) + 2 DD2(FT) 40000 1.000 SP17985-2 (400W double type FT) + 10 DD1(250-FT-SH) 22000 1.000 SP17985-1 (250W single type FT with internal SH) + 2 DD1(250-3H) 22000 1.000 SP17985-1 (250W single type III) 9 DD3(3H) 40000 1.000 SP17985-3 (40OW triple type III) 3 A 3100 1.000 DR50PS-QT-FT • 2 DD2(250-FT) 22000 1.000 SP17985-2 (250W double FT) 5 B 3100 1.000 DR50PS-QT Lj 1 6 C 12600 1.000 AW15OPS-QT-FT r, 711r: I�A SITE ELECTRICAL LIGHTING PLAN p� SCALE: 1" = 30' O Z rT W-ri 1Mr T11A A /-r0- 1 1/\ I V RC 1 IIIMV CJ 1\L 1 I Y V I CJ O1 PROVIDE (2) 2" & (2) 4" PVC WITH PULL BOXES AND PULL WIRE PER TV/DATA/TEL/CO STDS. STUB UP 12" A.F.F. IN DATA 134. VERIFY PRIOR TO BID LOCATION WITH TELEPHONE COMPANY AND ANY CHARGES FOR PROVIDING SERVICE. O2 POWER COMPANY TRANSFORMER - PROVIDE SECONDARY SERVICE ENTRANCE PER SINGLE LINE DIAGRAM. VERIFY WITH FLORIDA POWER & LIGHT POWER COMPANY CHARGES AND PROVIDE ALL WORK REQUIRED TO PROVIDE SYSTEMS & POWER. O3 MOUNTING HEIGHT TOP OF LUMINAIRES = 25' PROVIDE POLES: TYPE II, CONCRETE, 2-3/8" TENON 17' OVERALL, 5'-6" BURIAL DEPTH (11' -6" A.F.G.) 32' OVERALL, 7'-6" BURIAL DEPTH (24'-6" A.F.G.) (1) #8 COPPER GROUND WIRE RECEPTACLE - 6'-0" A.F.G. SURFACE MOUNTED FOR CAMERA POWER 1/2" FIN. GRADE PULLBOX 12"x 18"x 24"D #8 CU GROUND WIRE POLE. EPA RATING PER LIGHT FIXTURE SHOP DWG. COLOR PER ARCHITECT. I I I I 1 i HANDHOLE(S) W/ ALUMINUM COVER PLATES. COORDINATE W/ OWNER'S SECURITY VENDORS FOR CAMERA & ! 1 DATA. i I I I i I I I I I I I I 1" PVC EMPTY COI D I (FIBER CABLE & FIRM BY CAMERA VENDOR) - ONE (1) 1" PVC TO TENON FOR LUMINAIRE POWER - FrA m X a PULLBOX TO DATA/TEL. ROOM CONCRETE SITE LIGHTING POLE DETAIL NOT TO SCALE COPPER GROUND ROD (8' -0 - LONG) THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 -11 \ v afw- CONTRACT DATE: MAY 6, 2011 SITE ELECTRICAL LIGHTING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E0.2 U W Or � LLJ I pe) � t\ ♦^ I- Q) O � O U z Q W • z `` O z N �. LJ Z Qz J a C) Z LLJ J _ r � V CL (] O _ L0 Z0 w .-- O V• O O Z z r Z cr_IL W vi O ^ z LL. V) r- O M SITE ELECTRICAL LIGHTING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E0.2 - IRRIGATION CONTROLLER r -I r -t TDTf-A I CVKADni c i ci^mnln 1/ C\/ R 1 P1Tr!" 1. L_ I IVV I L0 O E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES MAS 120V HOME RUN SHALL BE FROM MAP. �2 PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP DRAWINGS PRIOR TO ROUGH -IN AND CONNECTION. STARTERS FURNISHED IN CONTROL PANEL WITH EQUIPMENT. O MAKE POWER AND CONTROL CONNECTIONS TO ELECTRIC OPERATED OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. ® MOUNT OUTLETS HIDDEN BEHIND WATER COOLER. O (2) 2" EC W/ PULL WIRE FOR TELEPHONE SERVICE. COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH TELEPHONE CO. © (2) 2" EC W/ PULL WIRE FOR CATV SERVICE. COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH CATV CO. O EXHAUST FAN REMOTE VIA MOTOR STARTER CONTROL WITH HAND ON / OFF / AUTO SWITCH. LABEL SWITCH AS "GENERAL EXHAUST FANS" ® PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND BAR PER 250.30 AND EACH H PANEL TO THE GROUND BAR WITH #1/0 CU. O UNDERCOUNTER HOT WATER HEATER. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 --�+. --- .r v I I -vV 1—V V"V`1 10 L.1 v ABOVE COUNTER DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 44" A.F.F. SIMPLEX RECEPTACLE 120V. 30 AMPERE RATING MOUNTED 48" A.F.F. (UNLESS NOTED OTHERWISE). FUME MONITOR/ALARM LEGEND DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 18" A.F.F. C CEILING MOUNTED DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED FLUSH IN CEILING / SURFACE CEILING WHERE IS NOT FINISH CEILING. TWO DUPLEX RECEPTACLES 120V. 20 AMPERE RATING MOUNTED IN TWO GANG BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). ash TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). o- DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. r I SIMPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). IG PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. WP PROVIDE WEATHERPROOF LOCKABLE COVER FOR THIS RECEPTACLE. v TELEPHONE OUTLET O DATA/ TELEPHONE OUTLET V� COMBINATION MOTOR STARTER DISCONNECT. SIZE PER MOTOR FURNISHED. VERIFY PER SHOP DRAWINGS OF EQUIPMENT. IE DISCONNECT SWITCH WITH RATING, SEE PANEL SCHEDULE VERIFY W/ EQUIPMENT NAME PLATE, MOUNT 48" A.F.F. ELECTRICAL FRAC11ONAL HORSE POWER (HP) MOTOR. SEE MECHANICAL DRAWINGS. (NUMBER INDICATES HP). MD MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. ❑T TRAPEZE MOUNTED TRANSFORMER. O J -BOX F2 TV OUTLET. D POWER PANEL - MOUNT 6'-6" A.F.F. TO TOP T® TELEPHONE TERMINAL BOARD. 1/2" DEEP x 4' HIGH, WIDTH AS SHOWN. SINGLE POLE SWITCH, 120V. 20 AMP RATING. MH 0 48" A.F.F. 3 3 -WAY SWITCH, 120 V. 20 AMP RATING. MH 0 48" A.F.F. $M MOTOR RATED SWITCH 120 V O CEILING MTD DUAL TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE $0 WALL MTD INFRARED TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE ® EQUIPMENT CONNECTION. FIELD VERIFY TYPE AND LOCATION WITH SHOP DRAWINGS. PROVIDE DISCONNECTS AS REQUIRED. TL PROVIDE 30 AMP 2 POLE TWISTLOCK MOUNTED PER DETAIL A.F.F. ® FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. ® LIFT OUTLET - 30 AMP TWIST LOCK MTD. PER ELEVATION. ® TWO DUPLEX RECEPTACLES FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. ' DATA/ TELEPHONE OUTLET FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. 1/ C\/ R 1 P1Tr!" 1. L_ I IVV I L0 O E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES MAS 120V HOME RUN SHALL BE FROM MAP. �2 PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP DRAWINGS PRIOR TO ROUGH -IN AND CONNECTION. STARTERS FURNISHED IN CONTROL PANEL WITH EQUIPMENT. O MAKE POWER AND CONTROL CONNECTIONS TO ELECTRIC OPERATED OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. ® MOUNT OUTLETS HIDDEN BEHIND WATER COOLER. O (2) 2" EC W/ PULL WIRE FOR TELEPHONE SERVICE. COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH TELEPHONE CO. © (2) 2" EC W/ PULL WIRE FOR CATV SERVICE. COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH CATV CO. O EXHAUST FAN REMOTE VIA MOTOR STARTER CONTROL WITH HAND ON / OFF / AUTO SWITCH. LABEL SWITCH AS "GENERAL EXHAUST FANS" ® PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND BAR PER 250.30 AND EACH H PANEL TO THE GROUND BAR WITH #1/0 CU. O UNDERCOUNTER HOT WATER HEATER. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 CONTRACT DATE: MAY 6, 2011 A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 & 1'-0" FOR PFX-10) & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING. B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W/ WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR. F. CONTACT BIS ASS FANS ® 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS. CONNECT TO OPERATE EXHAUST FANS AT ALL ALARM LEVELS. PROVIDE TIME DELAY OFF CONTROL RELAY. DEVICE MOUNTING HEIGHTS MHS 6'-8" A.F.F. MAP 5'-0" A.F.F. CO 4'-0" A.F.F. (+/- 12") MINIMUM FAN PLACEMENT REQUIREMENTS: I I FV 0'-12" BELOW ROOF BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION. (7POWER PLAN o,���, � SCALE: 1/8"=V-0" y FIN. FLOOR NEW CAR DELIVERY TO MAP CO MHS MAP FV CO CONNECT TO OPEN GARAGE DOORS ON ALARM THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. POWER PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET N0. E1.0 5 v FUME MONITOR/ALARM LEGEND " 45w o- D r I d Lu cc 9 I 1 U� CO CARBON MONOXIDE SENSOR Z 00 Lu I' nV CD o FV FLAMMABLE VAPOR SENSOR pJ ' S-68 S-66 5-64 �n = U U MAP MONITOR ALARM PANEL (5'-0" A.F.F. TO TOP) INTERLOCK TO OPERATE v N I o EXHAUST FANS & MOTORIZED INTAKE DAMPERS. Z Q � MHS FUME MONITOR HORN STROBE ALARM (6'-0" A.F.F. TO TOP) �/ J z W Z Ld W Lu Z z Lu zJ z Q CL J -'s = SCHEDULE - FLo BIG ASS FAN HONEYWELL FUME MONITOR/ALARM DEVICES V Z Z Lo00 AN W °' 0 PAINT/ PREP, BODY SHOP SYSTEM FLAMMABLE VAPOR CARBON MONOXIDE AND NITROGEN DIOXIDE O MODEL NUMBER PFX16 MONITOR AND WARNING SYSTEM (1ST LEVEL ALARM - STROBE & VENT FANS - 2ND LEVEL ALARM (D 0 POWERFOIL XTM 16 FT -HORN.) = z TYPE OF FAN TYPE OF FOIL CEILING POWERFUL XTM (3) CONTROLLER WI NTH NET CARD CONTROLLER WITH CONTROL RELAYS (MAP) Z Q MOTOR FOIL LENGTH 1.5HP VRIABLE SPEED, 460V 63 INCHES 3 RELAY MODULE INDOOR STROBE ALARM MTD 80" (*) AFF TO TOP (MHS) �/ W Uj OV WEIGHT 338 LBS. *CO REMOTE SENSOR MTD. 48" +/- 12" AFF (CO) Z -� L` MAX. AIR DISPLACEMENT 162,831 CFM *� FLAMMABLE VAPOR SENSOR ® MAX SPEED v �- MAX. SPEED MAX. AMP 63 RPM 2.8 ®480V PER PLAN. o K) A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 & 1'-0" FOR PFX-10) & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING. B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W/ WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR. F. CONTACT BIS ASS FANS ® 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS. CONNECT TO OPERATE EXHAUST FANS AT ALL ALARM LEVELS. PROVIDE TIME DELAY OFF CONTROL RELAY. DEVICE MOUNTING HEIGHTS MHS 6'-8" A.F.F. MAP 5'-0" A.F.F. CO 4'-0" A.F.F. (+/- 12") MINIMUM FAN PLACEMENT REQUIREMENTS: I I FV 0'-12" BELOW ROOF BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION. (7POWER PLAN o,���, � SCALE: 1/8"=V-0" y FIN. FLOOR NEW CAR DELIVERY TO MAP CO MHS MAP FV CO CONNECT TO OPEN GARAGE DOORS ON ALARM THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. POWER PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET N0. E1.0 TO H2.: -68,70 LIGHTING PLAN SCALE: 1/8"=l'—O" MEZZANINE LIGHTING PLAN SCALE: 1/8"=l'—O" 1/ Cx/ n I r1TC[` I\L 1 1 Y V 1 LJ Oj SHOWCASE LIGHTING WITH REMOVE BALLST—COORDI NATE WITH ARCHITECT SHOWCASE DETAIL INCLUDED WITH THE TYPE S FIXTURE IS A 72" FLEXIBLE CONDUIT FOR CONNECTION TO THE REMOTE BALLAST LOCATED ABOVE THE GRID CEILING. 02 TYPE 1-18—SURFACE MOUNT REMOVE BALLAST TO ADJACENT VERTICAL WALL. r^CnlCn A 1 nlrlTr[^ VLIVL rl%jnL IV<.J I LJ 1. COORDINATE LIGHT FIXTURE HARDWARE WITH CEILING TYPE. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 >m .V cr �w O ruca _ r ui ca at �!r A� 1^V J 0 a 0 �o y O CONTRACT DATE: MAY 6, 2011 LIGHTING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E2.0 c0 U or 2 Ln I .. Z p Lu 00 o rn.► V T Q) � O U ZQ�� n/ z `` z LjW N Z Q L'Ll Z J r� c J o 00 V Zz Lr) LL] �c))o O O Z 2 z Z U -1 O Z =) -j `t 0 LIGHTING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E2.0 PANEL: Li.l CIRCUIT BREAKER TYPE 120/208V 3PH 4W 1 88 1 61 1 79 1 1 54 1 78 1 77 1 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10 K PANEL: S1.1 SECTION 1 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 156 MAX. MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. TYPE LOAD - AMPS PHASE PHASE LOAD - LOAD - AMPS • • CKT DESCRIPTION CKT DESCRIPTION T P A B C a b c A B C P T DESCRIPTION CKT 1 (R) 113 20 1 12 X X 9 CANOPY MTD. 2 1 20 1 20 (R) ELEC RM 2 3 (R) 113 20 1 108 6 X CLG. RECESSED X 3 12 20 1 20 (R) 142 4 5 (R) 114 20 1 NC (4) 32W T8 4,100K 12 X X NC 2 9 1 1 20 (R) 136 6 7 (R) 106 20 1 1 9 X ■©■■®■_Om X NC SP1 4327-01 6 1 - 1 20 (R) 147 8 9 (R) 107 20 1 CLG. RECESSED 9 X • X 6 6 20 1 20 (R) 147 10 11 (R) 108 20 1 NC Q 9 X 1 X 3 1 12 1 20 (R) WAIT 12 13 (R) 109 20 1 12 X 0 X NC 32W 4 PIN 3,000K 10 2 30 1 20 (R) CAFE 14 15 (R) 111 20 1 DANALITE 3 X 277 X NC DISPLAY CASE 10 - 1 1 20 (R) CAFE 16 17 (R) DEALER 20 1 NC 1 12 X 1 X 3 1 9 1 20 (R) LOBBY 18 19 (R) DEALER 20 1 9 X 3,000K X NC 1 3 2 30 1 20 (R) LOBBY CLG 20 21 (R) REC 20 1 277 6 X STRIP SC X NC 12 - 1 20 (R) 123 22 23 (R) WAIT 20 1 NC TBD A.F.F. 12 X JUNO X 6 1 6 1 20 (R) 137 24 25 (R) 134 20 1 9 X W4 X 6 216 6 1 20 1 20 (R) 123 26 27 (R) WOMEN 20 1 BAY 9 X P-1T5HO-4-WH-277-CC-LC, X 6 (1) 54W T5 9 20 1 20 (R) 122 28 29 (R) ALCOVE 20 1 NC ACCULITE 3 X 277 X 3 1 9 1 20 (R) 121 30 31 (R) ALCOVE 20 1 10 X 96 X NC CLG. RECESSED 9 2 30 1 20 (R) 120 32 33 (R) 144 20 1 SP1 6098-100E 9 X 10OW RAR 38 MH X NC 9 - 1 20 (R) 124 34 35 (R) 144 20 1 6 277 9 X FLUORESCENT X 3 1 6 1 20 142 OHD 36 37 (R) 144 20 1 9 X SURFACE ON BEAM X NC 6 2 30 1 20 WET PREP 38 39 (R) 145 20 1 12 X JJ X NC 108/8 LF 6 - 1 20 DRY PREP 40 41 (R) 145 20 1 1 NC REFLECTORS 10 X SP1668001 X 10 1 6 1 20 DRY PREP 42 43 (R) 145 20 1 9 X X 18 6 2 30 1 20 DRY PREP 44 45 (R) 118 20 1 9 X X 18 6 - 1 20 SPARE 46 47 (R) 118 20 1 NC 9 X X 17 2 6 1 20 SPARE 48 49 (R) 112 20 1 9 X X 17 6 - - 1 1 20 SPARE 50 51 (R) 115 20 1 12 X 1 X 1 6 20 1 20 SPARE 52 53 (R) SPARE 20 1 9 1 X 1 3 1 6 1 1 20 SPARE 154 1 88 1 61 1 79 1 1 54 1 78 1 77 1 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10 K PANEL: S1.1 SECTION 1 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 156 MAX. MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. 1 18 1 17 1 6 1 1 50 1 36 1 48 1 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K PANEL: S1.2 SECTION 2 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALC. LOAD 72 NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. TYPE LOAD - AMPS WATTS PHASE • • LOAD - AMPS A ® • • CKT DESCRIPTION T P A B C a I b c A B C P T DESCRIPTION CKT 1 (R) 20 1 3 JUNO m X 00�0�■©■�0■Om 9 CANOPY MTD. 0 1 20 (R) EXT/PREP 2 3 (R) LIFT 30 2 m©�m�■©■�o�om NC 108 277 X CLG. RECESSED WALL WASH LENGTH/PLAN 3 1 20 (R) 4 5 - - - ve��m■■©■room 120 NC (4) 32W T8 4,100K X NC 2 30 (R) LIFT 6 7 (R) 1G 20 1 6 277 50W ED17 MH 4,100K X ■©■■®■_Om I NC SP1 4327-01 115 - - - 8 9 (R) 20 1 277 3 CLG. RECESSED MH SPREAD LENS X • m' 6 1 20 (R) 1G 10 11 (R) LIFT 30 2 (4) 32W 3,000K SURFACECLG BOX NC Q JUNO X ® • - 3 1 20 (R) 12 13 - - - NC DIRECT/INDIRECT R X 0 32 NC 32W 4 PIN 3,000K CLG. RECESSED 2 30 (R) LIFT 14 15 (R) 20 1 ESCENT ELECTRONIC 3 DANALITE SP2 1800 -48 -25 -W -RE X 277 25W T6 3,000K NC DISPLAY CASE - - - 16 17 (R) LIFT 30 2 NC X 3 1 20 (R) LIFT 18 19 - - - NC SP2 1541 -LS -WH 60 X 3,000K CLG. RECESSED NC 2 30 (R) 20 21 (R) 20 1 m0■0_■©■■0■Om 3 277 (2) 32W T8 X STRIP SC NC - - - 22 23 (R) LIFT 30 2 m0�■0■■©�■©Om NC TBD A.F.F. X JUNO SP1 4450-01-4 6 1 20 (R) 129 24 25 - - - NC 3,000K X W4 ACCULITE 6 216 277 1 20 (R) 129 26 27 (R) 1G 20 1 HO 3,000K 3 BAY X X P-1T5HO-4-WH-277-CC-LC, 54 6 (1) 54W T5 1 20 (R) 129 28 29 (R) LIFT 30 2 9'-6" AFF. FIELD AIM NC ACCULITE WP 432 EWF RS277 ETB, X 277 (4) 32W T8 3 1 20 (R) 30 31 - - - NC Z JUNO X 96 277 NC CLG. RECESSED 2'x2' TROFFER 2 30 (R) LIFT 32 33 (R) 20 1 FF2 5 SP1 6098-100E 115 X 10OW RAR 38 MH CLG. RECESSED NC - - 34 35 (R) 1G 20 1 JUNO SP1 7262-232-8 6 277 (2) 32W T8 X FLUORESCENT 3 1 20 (R) 36 37 (R) 20 1 3 277 X SURFACE ON BEAM 24 CONTINUOUS FLUORESCENT WALL NC 2 30 (R) LIFT 38 39 (R) LIFT 30 2 NC X JJ JUNO NC 108/8 LF - - - 40 41 1 - - NC REFLECTORS YY X SP1668001 25W SELF 10 1 20 (R) WASH 42 43 (R) 20 1 3 AFF CYLINDER X 18 2 30 (R) DRY 44 45 (R) LIFT 30 2 va■m�■©■�©mom NC X 18 - - - 46 47 - - - NC X 17 2 30 EWH 48 49 (R) 20 1 3 X 17 - - - 50 51 (R) LIFT 30 2 NC X 3 1 20 (R) 130 52 53 - - -NC X 3 1 20 (R) 130 1G 54 1 18 1 17 1 6 1 1 50 1 36 1 48 1 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K PANEL: S1.2 SECTION 2 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALC. LOAD 72 I 51 I 51 1 47 1 1 22 1 34 1 191 FEED FROM SECTION 1 SUBFEED LUGS FOR FUTURE MOUNTING SURFACE AIC 10K LOAD BALANCE A 73 AMPS B 85 AMPS C 63 AMPS MAXIMUM AMPS AMPS CONNECTED 85 MAX. MOTOR 25% 4 CALC. LOAD 89 PANEL: L1.2 SECTION 2 CIRCUIT BREAKER TYPE 120/208V 3PH 4W NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. TYPE • CATALOG NUMBER WATTS VOLTAGE • • MOUNTING DESCRIPTION A ® • • 00000eoe00000 .. , 00000eaeoo■�oo CLG. RECESSED 6" DOWN LIGHT WITH a .. , SPOT 3,000K ®MONUMENT SIGNm©0■■©■■0■■Om B DESCRIPTION ism v DRIVE mom■■©■■==mmm m 6" DOWN LIGHT W/ ROUND TRIM mo©��©■■o��om JUNO m ® 00�0�■©■�0■Om SURFACE CLG. MTD. CANOPY MTD. 0 •' DRIVE FLOOD 3,000K m m D m©�m�■©■�o�om SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH LENGTH/PLAN m m m JUNO ve��m■■©■room 120 277 (4) 32W T8 4,100K W/ REMOTE m m0_0_■©■■0-Om •• ELECTRONIC BALLAST . • m SP2 1795-5DE m0© 277 50W ED17 MH 4,100K ■ml ■©■■®■_Om K INDY SP1 4327-01 115 277 m0�m�■©■�m�Om CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER m m SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS • m' FLOOD 3,000K m JUNO SP18794-01-8 120 277 (4) 32W 3,000K SURFACECLG BOX FLUORESCENT STRIP Q JUNO SP1 4332-01 ® • - mOm■_©■■®■_■m CLG. RECESSED 2x2' FLOURESCENT m m0®■■©■■®■_Om(L) 3,000K DIRECT/INDIRECT R • • WALL 0 32 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLOOR SITE LIGHTING •• o©■m■■©■gym■©a ESCENT ELECTRONIC S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE m PER PLAN (2) 32W PLT COMPACT U ELATE SP2 1541 -LS -WH 60 277 3,000K CLG. RECESSED FLOURESCENT 6-7/8" DOWN LIGHT m JUNO m0■0_■©■■0■Om 60 277 (2) 32W T8 " ALL R DSPENDANTRTO MEDZ STRIP SC 3,000K W/ WIRE RE GUARD m m m0�■0■■©�■©Om TBD A.F.F. V4 JUNO SP1 4450-01-4 30 277 (1) 32W T8 PENDANT TO MEZ STRIP FLOURESCENT 3,000K W/ WIRE GUARD W4 ACCULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH m va�m�■©■�m�ve HO 3,000K PENDANT 12' A.F.F. BAY X PINNACLE P-1T5HO-4-WH-277-CC-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASSYMETRI ADJ (PH WHERE NO WALL) m a©mmm■■©mmmem 9'-6" AFF. FIELD AIM Y ACCULITE WP 432 EWF RS277 ETB, 120 277 (4) 32W T8 PENDANT 10' A.F.F. 8' LONG TANDEM WP P-AL8-P, P -LC -SS m m m mamm■©■■mm■©a moo��©■■m��va Z JUNO SP1 4787 96 277 (3) 31W U 3, OOOK CLG. RECESSED 2'x2' TROFFER FF1 JUNO SP1 6097-1 DOE ® 277 :. CLG. RECESSED TIRE CHANGER FF2 JUNO SP1 6098-100E 115 277 10OW RAR 38 MH CLG. RECESSED RECESSED m FLOOD 4,100K LOW BAY GG JUNO SP1 7262-232-8 60 277 (2) 32W T8 SURFACE MTD. FLUORESCENT m m0�0�■©■■■�Omm' mLIFT STATIONme©�■©■■�■■■■ m • • • moos■©■■m�■ae 277 (12) 54W T5 / 24LF SURFACE ON BEAM 24 CONTINUOUS FLUORESCENT WALL Im m WASH - SEE PLAN m ve�m�■©■■m■om JJ JUNO SP14794-01-8 108/8 LF 277 (2) 54W T5 HO CLG. RECESSED STRIP WITH m MLm0��0■■©��0©® REFLECTORS YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS m BALLASTED BALLASTED AFF CYLINDER SERVICE — H.S. O.H.D. m .. 00_0_■©■_0_00 va■m�■©■�©mom • • m • • mmmmm■■©mmmmm � � � :.. - moomm©■■mmmee I 51 I 51 1 47 1 1 22 1 34 1 191 FEED FROM SECTION 1 SUBFEED LUGS FOR FUTURE MOUNTING SURFACE AIC 10K LOAD BALANCE A 73 AMPS B 85 AMPS C 63 AMPS MAXIMUM AMPS AMPS CONNECTED 85 MAX. MOTOR 25% 4 CALC. LOAD 89 PANEL: L1.2 SECTION 2 CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 MOUNTING SURFACE AIC 10K LOAD BALANCE A --- AMPS B --- AMPS C --- AMPS CIRCUIT BREAKER TYPE 480 3PH 4W PANEL: H2.1 SECTION 1 (L) LIGHTING AMPS x 1.25 MAXIMUM AMPS AMPS CONNECTED --- MAX. MOTOR, LIGHTS 25% - CALC. LOAD --- NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. TYPE • CATALOG NUMBER WATTS VOLTAGE • • MOUNTING DESCRIPTION A ® • • 00000eoe00000 .. , 00000eaeoo■�oo CLG. RECESSED 6" DOWN LIGHT WITH a .. , SPOT 3,000K ®MONUMENT SIGNm©0■■©■■0■■Om B DESCRIPTION ism v DRIVE mom■■©■■==mmm CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM C JUNO m ® 00�0�■©■�0■Om SURFACE CLG. MTD. CANOPY MTD. 0 •' DRIVE FLOOD 3,000K TRACK HEAD TRACK HEAD D JUNO SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH LENGTH/PLAN m FLOURESCENT STRIP H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K W/ REMOTE m m0_0_■©■■0-Om •• ELECTRONIC BALLAST J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K ■ml 8" MH DOWN LIGHT W/ ROUND TRIM K INDY SP1 4327-01 115 277 m0�m�■©■�m�Om CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER m ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS • m' FLOOD 3,000K m JUNO SP18794-01-8 120 277 (4) 32W 3,000K SURFACECLG BOX FLUORESCENT STRIP Q JUNO SP1 4332-01 ® • - mOm■_©■■®■_■m CLG. RECESSED 2x2' FLOURESCENT m m0®■■©■■®■_Om(L) 3,000K DIRECT/INDIRECT R • • WALL 0 32 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLOOR SITE LIGHTING •• o©■m■■©■gym■©a ESCENT ELECTRONIC S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE m PER PLAN (2) 32W PLT COMPACT U ELATE SP2 1541 -LS -WH 60 277 3,000K CLG. RECESSED FLOURESCENT 6-7/8" DOWN LIGHT V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 " ALL R DSPENDANTRTO MEDZ STRIP SC 3,000K W/ WIRE RE GUARD TBD A.F.F. V4 JUNO SP1 4450-01-4 30 277 (1) 32W T8 PENDANT TO MEZ STRIP FLOURESCENT 3,000K W/ WIRE GUARD W4 ACCULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH m va�m�■©■�m�ve HO 3,000K PENDANT 12' A.F.F. BAY X PINNACLE P-1T5HO-4-WH-277-CC-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASSYMETRI ADJ (PH WHERE NO WALL) m a©mmm■■©mmmem 9'-6" AFF. FIELD AIM Y ACCULITE WP 432 EWF RS277 ETB, 120 277 (4) 32W T8 PENDANT 10' A.F.F. 8' LONG TANDEM WP P-AL8-P, P -LC -SS m m 3,000K mamm■©■■mm■©a FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W U 3, OOOK CLG. RECESSED 2'x2' TROFFER FF1 JUNO SP1 6097-1 DOE ® 277 m0__�■■©__�Om CLG. RECESSED RECESSED HIGH BAY FF2 JUNO SP1 6098-100E 115 277 10OW RAR 38 MH CLG. RECESSED RECESSED m FLOOD 4,100K LOW BAY GG JUNO SP1 7262-232-8 60 277 (2) 32W T8 SURFACE MTD. FLUORESCENT m m0�0�■©■■■�Omm' mLIFT STATIONme©�■©■■�■■■■ HH PINNACLE P-01299-1 277 (12) 54W T5 / 24LF SURFACE ON BEAM 24 CONTINUOUS FLUORESCENT WALL Im m WASH - SEE PLAN m ve�m�■©■■m■om JJ JUNO SP14794-01-8 108/8 LF 277 (2) 54W T5 HO CLG. RECESSED STRIP WITH m SECTION 1 MOUNTING SURFACE AIC 10K LOAD BALANCE A --- AMPS B --- AMPS C --- AMPS CIRCUIT BREAKER TYPE 480 3PH 4W PANEL: H2.1 SECTION 1 (L) LIGHTING AMPS x 1.25 MAXIMUM AMPS AMPS CONNECTED --- MAX. MOTOR, LIGHTS 25% - CALC. LOAD --- 1 60 1 60 1 78 1 1 72 1 44 1 44 1 FEED FROM PMT 250 AMP MAIN CKT BKR & SF LUGS MOUNTING SURFACE — NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC — 23KA) LOAD BALANCE 132 B 104 AMPS C 122 AMPS PANEL: H2.2 SECTION 2 CIRCUIT BREAKER TYPE 480 3PH 4W (L) LIGHTING AMPS x 1.25 TOTAL CALCULATED AMPS MAX 132 25% MAX MOTOR CALC. LOAD 132 TOTAL CALCULATED LOAD 132 NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535 -39E -SAT SF ® .. , 00000eaeoo■�oo CLG. RECESSED 6" DOWN LIGHT WITH a SPOT 3,000K SQUARE TRIM B DESCRIPTION ism v DRIVE mom■■©■■==mmm CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM C JUNO SP1 4850-01 45 39W RAR 30 SURFACE CLG. MTD. CANOPY MTD. 0 •' DRIVE FLOOD 3,000K TRACK HEAD TRACK HEAD D JUNO SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH LENGTH/PLAN m FLOURESCENT STRIP H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K W/ REMOTE •• ELECTRONIC BALLAST J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM K INDY SP1 4327-01 115 277 m0�m�■©■�m�Om CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER m ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS • m' FLOOD 3,000K m JUNO SP18794-01-8 120 277 (4) 32W 3,000K SURFACECLG BOX FLUORESCENT STRIP Q JUNO SP1 4332-01 ® • - mOm■_©■■®■_■m CLG. RECESSED 2x2' FLOURESCENT m m0®■■©■■®■_Om(L) 3,000K DIRECT/INDIRECT R • • WALL 0 32 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLOOR SITE LIGHTING •• o©■m■■©■gym■©a ESCENT ELECTRONIC S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE m PER PLAN (2) 32W PLT COMPACT U ELATE SP2 1541 -LS -WH 60 277 3,000K CLG. RECESSED FLOURESCENT 6-7/8" DOWN LIGHT V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 " ALL R DSPENDANTRTO MEDZ STRIP SC 3,000K W/ WIRE RE GUARD TBD A.F.F. V4 JUNO SP1 4450-01-4 30 277 (1) 32W T8 PENDANT TO MEZ STRIP FLOURESCENT 3,000K W/ WIRE GUARD W4 ACCULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH m va�m�■©■�m�ve HO 3,000K PENDANT 12' A.F.F. BAY X PINNACLE P-1T5HO-4-WH-277-CC-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASSYMETRI ADJ (PH WHERE NO WALL) m a©mmm■■©mmmem 9'-6" AFF. FIELD AIM Y ACCULITE WP 432 EWF RS277 ETB, 120 277 (4) 32W T8 PENDANT 10' A.F.F. 8' LONG TANDEM WP P-AL8-P, P -LC -SS m m 3,000K mamm■©■■mm■©a FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W U 3, OOOK CLG. RECESSED 2'x2' TROFFER FF1 JUNO SP1 6097-1 DOE ® 277 m0__�■■©__�Om CLG. RECESSED RECESSED HIGH BAY FF2 JUNO SP1 6098-100E 115 277 10OW RAR 38 MH CLG. RECESSED RECESSED m FLOOD 4,100K LOW BAY GG JUNO SP1 7262-232-8 60 277 (2) 32W T8 SURFACE MTD. FLUORESCENT m m0�0�■©■■■�Omm' mLIFT STATIONme©�■©■■�■■■■ HH PINNACLE P-01299-1 277 (12) 54W T5 / 24LF SURFACE ON BEAM 24 CONTINUOUS FLUORESCENT WALL 248 LF m WASH - SEE PLAN m ve�m�■©■■m■om JJ JUNO SP14794-01-8 108/8 LF 277 (2) 54W T5 HO CLG. RECESSED STRIP WITH m REFLECTORS YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS BALLASTED BALLASTED AFF CYLINDER SERVICE — H.S. O.H.D. m 00_0_■©■_0_00 • • m mmmmm■■©mmmmm � � mmmmm©■■mmmmm 1 60 1 60 1 78 1 1 72 1 44 1 44 1 FEED FROM PMT 250 AMP MAIN CKT BKR & SF LUGS MOUNTING SURFACE — NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC — 23KA) LOAD BALANCE 132 B 104 AMPS C 122 AMPS PANEL: H2.2 SECTION 2 CIRCUIT BREAKER TYPE 480 3PH 4W (L) LIGHTING AMPS x 1.25 TOTAL CALCULATED AMPS MAX 132 25% MAX MOTOR CALC. LOAD 132 TOTAL CALCULATED LOAD 132 16b I 65 1 65 1 1 60 1 60 1 60 1 FEED FROM PMT 250 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 125 AMPS B 125 AMPS C 125 AMPS TOTAL CALCULATED AMPS CONNECTED 125 25% MAX MOTOR CALC. AMPS 125 TOTAL CALCULATED LOAD 125 I I IMTRI A Tr1C [`/"UC111 11 c LVI"t11Y/'lll\L J41 ILVVLL --- NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535 -39E -SAT SF ® .. , 00000eaeoo■�oo CLG. RECESSED 6" DOWN LIGHT WITH a SPOT 3,000K SQUARE TRIM B JUNO .. . 45 m 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM C JUNO SP1 4850-01 45 39W RAR 30 SURFACE CLG. MTD. CANOPY MTD. 0 m FLOOD 3,000K TRACK HEAD TRACK HEAD D JUNO SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH LENGTH/PLAN m FLOURESCENT STRIP H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K W/ REMOTE •• ELECTRONIC BALLAST J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER m ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS FLOOD 3,000K m JUNO SP18794-01-8 120 277 (4) 32W 3,000K SURFACECLG BOX FLUORESCENT STRIP Q JUNO SP1 4332-01 80 277 (2) 40W BIAX CLG. RECESSED 2x2' FLOURESCENT m m0®■■©■■®■_Om(L) 3,000K DIRECT/INDIRECT R JUNO SP2 1796 -32 -05 -WH 32 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLOOR SITE LIGHTING •• o©■m■■©■gym■©a ESCENT ELECTRONIC S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE m PER PLAN (2) 32W PLT COMPACT U ELATE SP2 1541 -LS -WH 60 277 3,000K CLG. RECESSED FLOURESCENT 6-7/8" DOWN LIGHT V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 " ALL R DSPENDANTRTO MEDZ STRIP SC 3,000K W/ WIRE RE GUARD TBD A.F.F. V4 JUNO SP1 4450-01-4 30 277 (1) 32W T8 PENDANT TO MEZ STRIP FLOURESCENT 3,000K W/ WIRE GUARD W4 ACCULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH m va�m�■©■�m�ve HO 3,000K PENDANT 12' A.F.F. BAY X PINNACLE P-1T5HO-4-WH-277-CC-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASSYMETRI ADJ (PH WHERE NO WALL) m a©mmm■■©mmmem 9'-6" AFF. FIELD AIM Y ACCULITE WP 432 EWF RS277 ETB, 120 277 (4) 32W T8 PENDANT 10' A.F.F. 8' LONG TANDEM WP P-AL8-P, P -LC -SS m m 3,000K mamm■©■■mm■©a FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W U 3, OOOK CLG. RECESSED 2'x2' TROFFER FF1 JUNO SP1 6097-1 DOE 115 277 10OW ED17/ PROTECTED PHILLIPS CLG. RECESSED RECESSED HIGH BAY FF2 JUNO SP1 6098-100E 115 277 10OW RAR 38 MH CLG. RECESSED RECESSED FLOOD 4,100K LOW BAY GG JUNO SP1 7262-232-8 60 277 (2) 32W T8 SURFACE MTD. FLUORESCENT mLIFT STATIONme©�■©■■�■■■■ HH PINNACLE P-01299-1 277 (12) 54W T5 / 24LF SURFACE ON BEAM 24 CONTINUOUS FLUORESCENT WALL 248 LF m WASH - SEE PLAN m ve�m�■©■■m■om JJ JUNO SP14794-01-8 108/8 LF 277 (2) 54W T5 HO CLG. RECESSED STRIP WITH m REFLECTORS YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS BALLASTED BALLASTED AFF CYLINDER SERVICE — H.S. O.H.D. m 00_0_■©■_0_00 • • m mmmmm■■©mmmmm � � mmmmm©■■mmmmm 16b I 65 1 65 1 1 60 1 60 1 60 1 FEED FROM PMT 250 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 125 AMPS B 125 AMPS C 125 AMPS TOTAL CALCULATED AMPS CONNECTED 125 25% MAX MOTOR CALC. AMPS 125 TOTAL CALCULATED LOAD 125 I I IMTRI A Tr1C [`/"UC111 11 c LVI"t11Y/'lll\L J41 ILVVLL --- NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION A INDY SP2 1535 -39E -SAT SF 45 277 39W RAR 30 CLG. RECESSED 6" DOWN LIGHT WITH a SPOT 3,000K SQUARE TRIM B JUNO SP2 1092 -39E -CS -WH 45 277 39W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM C JUNO SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. CANOPY MTD. 0 FLOOD 3,000K TRACK HEAD TRACK HEAD D JUNO SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH LENGTH/PLAN FLOURESCENT STRIP H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD. W/ REMOTE ELECTRONIC BALLAST J JUNO SP2 1795-5DE 55 277 50W ED17 MH 4,100K CLG. RECESSED 8" MH DOWN LIGHT W/ ROUND TRIM K INDY SP1 4327-01 115 277 (4) 28W T5 4,100K CLG. RECESSED FLOURESCENT 1x8 W/ MWA DIFFUSER N ELATE SP2 1539 -P38 -05 -WH 75 277 70W MH RAR 38 CLG. RECESSED MH SPREAD LENS FLOOD 3,000K WALL WASH P JUNO SP18794-01-8 120 277 (4) 32W 3,000K SURFACECLG BOX FLUORESCENT STRIP Q JUNO SP1 4332-01 80 277 (2) 40W BIAX CLG. RECESSED 2x2' FLOURESCENT 3,000K DIRECT/INDIRECT R JUNO SP2 1796 -32 -05 -WH 32 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLOOR ESCENT ELECTRONIC S DANALITE SP2 1800 -48 -25 -W -RE 25 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE PER PLAN (2) 32W PLT COMPACT U ELATE SP2 1541 -LS -WH 60 277 3,000K CLG. RECESSED FLOURESCENT 6-7/8" DOWN LIGHT V8 JUNO SP1 4450-01-8 60 277 (2) 32W T8 " ALL R DSPENDANTRTO MEDZ STRIP SC 3,000K W/ WIRE RE GUARD TBD A.F.F. V4 JUNO SP1 4450-01-4 30 277 (1) 32W T8 PENDANT TO MEZ STRIP FLOURESCENT 3,000K W/ WIRE GUARD W4 ACCULITE SP1 8400-454UP24WS 216 277 (4) 54W T5 3/8" ALL THREAD ROD FLOURESCENT HIGH m va�m�■©■�m�ve HO 3,000K PENDANT 12' A.F.F. BAY X PINNACLE P-1T5HO-4-WH-277-CC-LC, 54 277 (1) 54W T5 WALL MT./PENDANT ASSYMETRI ADJ (PH WHERE NO WALL) m a©mmm■■©mmmem 9'-6" AFF. FIELD AIM Y ACCULITE WP 432 EWF RS277 ETB, 120 277 (4) 32W T8 PENDANT 10' A.F.F. 8' LONG TANDEM WP P-AL8-P, P -LC -SS m m 3,000K mamm■©■■mm■©a FLOURESCENT Z JUNO SP1 4787 96 277 (3) 31W U 3, OOOK CLG. RECESSED 2'x2' TROFFER FF1 JUNO SP1 6097-1 DOE 115 277 10OW ED17/ PROTECTED PHILLIPS CLG. RECESSED RECESSED HIGH BAY FF2 JUNO SP1 6098-100E 115 277 10OW RAR 38 MH CLG. RECESSED RECESSED FLOOD 4,100K LOW BAY GG JUNO SP1 7262-232-8 60 277 (2) 32W T8 SURFACE MTD. FLUORESCENT INTEGRAL BALLAST STRIP HH PINNACLE P-01299-1 277 (12) 54W T5 / 24LF SURFACE ON BEAM 24 CONTINUOUS FLUORESCENT WALL 248 LF WASH - SEE PLAN m ve�m�■©■■m■om JJ JUNO SP14794-01-8 108/8 LF 277 (2) 54W T5 HO CLG. RECESSED STRIP WITH m REFLECTORS YY JUNO SP1668001 25W SELF 120 25W SELF PENDANT \ 8' MIN OPAL GLASS BALLASTED BALLASTED AFF CYLINDER CIRCUIT BREAKER TYPE 480 3PH 4W PANEL: H1 1 .511 1,511 1 '5111 1246.81249.81253.81 FEED FROM TRANSFORMER 600 AMP MAIN CB / LF LUGS FOR SPD - SEE RISER - NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED LOAD BALANCE A 515 AMPS B 519 AMPS C 516 AMPS MAXIMUM AMPS AMPS CONNECTED 565 MAX. MOTOR 25% 7 CALC. LOAD 572 TOTAL CALCULATED LOAD 476 KVA ® .. • 00000eoe00000 a - • • U w 0 0 m va�m�■©■�m�ve m m a©mmm■■©mmmem m m • - mamm■©■■mm■©a • • m m va�mm■©■mmmee m m ve�m�■©■■m■om m SERVICE H.S. O.H.D. SERVICE — H.S. O.H.D. m 00_0_■©■_0_00 • • m 1 .511 1,511 1 '5111 1246.81249.81253.81 FEED FROM TRANSFORMER 600 AMP MAIN CB / LF LUGS FOR SPD - SEE RISER - NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED LOAD BALANCE A 515 AMPS B 519 AMPS C 516 AMPS MAXIMUM AMPS AMPS CONNECTED 565 MAX. MOTOR 25% 7 CALC. LOAD 572 TOTAL CALCULATED LOAD 476 KVA CI Cr^TP1Tr`A 1 / `CI►1CA A 1 AI/1Trf^ L-LLL4 1 1\1VP'%L VLIYLI\/'9L 114% -Il L-7 1. DO NOT SCALE FROM THESE DRAWINGS. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE PROPER CLEARANCES FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING. 4. REFER TO MECHANICAL DRAWINGS FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED BY DIV. 15. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT IS NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA TO CONTROL THE LIGHT FIXTURES) IN EACH OFFICE/AREA. REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. 8. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE WIRE CONDUIT AND OVERCURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED. 9. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E.M.C.S. 10. CONTROL DEVICES. ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 11. REFER TO ARCHITECTURAL FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL 12. DEVICES, CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND 13, LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING. 14. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 15. COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK. 16. USE No. 10 AWG CU. CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET. 17. USE CONDUCTOR NOT SMALLER THAN NO. 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 18. USE NO. 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, OR LARGER IF NOTED. 18. ALL SITE LIGHTING POLES AND POLE BASES SHALL BE CAPABLE OF SUPPORTING THE ENTIRE WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM. SHOP DRAWINGS MUST INCLUDE 29. DRAWINGS OF THE EN11RE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES. 21. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES / CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS. 22. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 23. NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS. 24. LIGHTING SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL 25. NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. `411 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE CONSISTENT PATTERN DIRECTION BY CONTRACTOR. 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES. CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. T A A A l n r r1 1Y A A r 11 T A A 1'� r �l r 11 A T /'� n rT A te■ I IVCTV0F%JIRi"IEI% 1 I[/"''HI"ELE I"I 1%.3 VC I MIL NOTES: OTHREADED ROD 1/2" DIAMETER SUPPORT TO THE STRUCTURE. AS REQUIRED PROVIDE STEEL TO CONNECT TO STRUCTURE. O TRANSFORMER ENCLOSURE MOUNT BOTTOM SUPPORT 7'-6" A.F.F. 3O VIBRATION ELIMINATOR MINIMUM OF 4 PER TRANSFORMER. O ANGLE IRON SUPPORT 3" X 3" 2 REQUIRED LENGTH TO SUIT. ONUT, LOCKNUT, BOLT AND LOCKWASHER MINIMUM OF 4 PER TRANSFORMER. 6O GROUND BUSHING WITH GROUND CONNECTOR. 7O RIGID CONDUIT O COMBINATION COUPLING O EXTERNAL COPPER BOUNDING WIRE. 10 LIQUIDTTGHT FLEXIBLE METAL CONDUIT 18" MINIMUM. 11 BASE CHANNEL THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21 —11 z O 0 J L ED ; U G LL - >M J ` LJ 0 �w 0 I Lu� q) .� iE l= L(� O 1''1 1D 1� O CONTRACT DATE: MAY 6, 2011 CD W L0 U z I� U � Cy) o ♦ ^ U ^ i5 zOf- r� Q F `J z QD J W z `` V) W Z}= LLJ Q zCL D �-�j U1' O 00 Z U-) z��o W 0 �n • >- oZ Z 0 U) O ELECTRICAL PANEL SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E3.0 2 0 a U w 0 0 WIRE SIZE AND CONDUIT SCHEDULE (25-30/2) 1/2' C. (3) #10 CU #10 GRND (35-50/2) 3/4" C. (3) #8 CU #10 GRND (60-70/2) 1" C. (3) #6 CU – #10 GRND (80-90/2) 1/4- C. (3) #4 CU, #8 GRND (100-110/2) 1/4" C. (3) #2 CU #8 / #6 GRND (100-110/3) 1-1/2" C. (4) #2 CU #8 / #6 GRND (125/2) 1-1/2" C. (3) #1 CU #6 GRND (125/3) 2" C. (4) #1 CU #6 GRND (150/3) 2" C. (4) #1 /0 CU #6 GRND (175/3) 2" C. (4) #2/0 CU #6 GRND (200/3) 2-1/2" C. (4) #3/0 CU #6 GRND (225/3) 2-1/2" C. (4) #4/0 CU #4 GRND (250/3) 3" C. (4) 250 Kcmil CU #4 GRND (400/3) 3-1/2" C. (4) 600 Kcmil CU #3 GRND * NEUTRAL NOT REQUIRED FOR 208/ 240/ 480 1 OR 3 PHASE EQUIPMENT WITHOUT NEUTRAL CONNECTION. e"%T1kIr^I C I T1kIC PlT['`rn r%T A f -4n A AA .711VVLL L11VL fl1JLLfN. V1/-%%JF\'11'1 OUTSIDE I INSIDE ELECTRIC ROOM PEDESTAL MOUNTED ELEC. METER PER FP&L CO. STANDARDS. SEE CARWASH MAIN #1 POWER CO. TRANSFORMER 277/480 500 KVA MAX.O PANEL H1 AVAILABLE FAULT LESS THAN 35KA – VERIFY WITH 600A MCB FPL SPD –160 KA/PHASE INTEGRAL CKT BKR UL 1283 O O SPD #VC PRIMARY SERVICE TO �y 2 SETS OF (3) 350 KCMIL, EXISTING FACILITIES BY #3/0 N, 3" PVC POWER CO. TO CAR WASH 150 AMP SERVICE 3#1/0, #6N, 2" PVC (SEPERATE PERMIT) #3/0 TO BLDG. STEEL, METAL COLD WATER PIPES r TO 3P/125 AMP MDP 600A MAIN #2-5 3P/200A MAIN #6 SPARE SPD – 160 H2.1 KA/PHASE 400A INTEGRAL CKT BKR UL 1283 SPD #VO TO 3P / 400A SPD – 160 KA/PHASE INTEGRAL CKT BKR UL 1283 TO 3P/125 AMP H 2.2 400A #2 VIA GND BAR FINISH FLOOR TO BLDG. STEEL T-75 3P/250 AMP r SPD S1.3 S1.1 S1.2 250A 250A 250A FUTURE — — LOAD SUMMARY INSIDE TYPE LOAD KVA T-75 PANEL H1 (100 TON AC) 480 PANEL MDP 356 3P/250 AMP TOTAL 836 SPD L1.1 1-1.2 250A 250A OUTSIDE FINISH GRADE THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. F 100%TRUCTION DOC'S. DATE: 9-21-11 Z 0 o: U w 0 0 uo z 0 w of 0 J w N N Lu i LL 1 a 1Ld ,w 3w i 0 �w O �d uj� .ctc O L� O nnO L� O CONTRACT DATE: MAY 6, 2011 W � U Z I — w -moo N Z r - J Lu z `� N w — z Z Q J J � UI O, = � z C� o Lu 0 rn 0 ( • 0 Z = z z W f!) U z LL- C/) O to POWER RISER DIAGRAM DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. E4.0 FIRE ALARM PLAN SCALE: 1/8"=l'—O" - FIRE ALARM SYMBOLS LEGEND .�. FIRE ALARM FLASHING STROBE cd AS REQUIRED / HORN MAX. 80" A.F.F. / MIN. 6" BELOW CLG. FA- FIRE ALARM FLASHING STROBE cd AS REQUIRED / MAX 80"AFF / MIN 6" BELOW CLG. FACP FIRE ALARM CONTROL PANEL / ANNUNCIATOR FA REMOTE ALARM LIGHT/TEST/RESET — DUCT DETECTOR MTD. 60" A.F.F. DMSD DUCT SMOKE DETECTOR IN SUPPLY ( OVER 2000 CFM.) SSMOKE DETECTOR — MIN 4' TO A/C SUPPLY TERMINAL Rl FIRE ALARM RELAY — WITHIN 3' OF CONTROLLER ElFIRE ALARM PULL STATION — 48" AFF EK KEY LOCK BOX — LOCATE PER AHJ 60" AFG FARA FIRE ALARM REMOTE ANNUNCIATOR FLUSH MTD. 60" A.F.F. FS FLOW SWITCH FT TAMPER SWITCH TYPICAL FIRE ALARM RISER DIAGRAM 111111=0 IN FARA R DMSD A ;O� WP SD FS TS FACP 120 VOLT POWER VIA 277/120 V TRANSFORMER (BREAKER LOCK) 3/4"C TO TELEPHONE SERVICE BOARD NOTE: FIRE ALARM SYSTEM SHALL BE CONNECTED TO LOCAL FIRE DEPARTMENT EMERGENCY NOTIFICATION SYSTEM PER LOCAL REQUIREMENTS AND COORDINATED WITH THE OWNERS REPRESENTATIVE. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO INCLUDE ALL LABOR & MATERIALS NECESSARY FOR A FULLY FUNCTIONAL SYSTEM. ALL CONDUITS SHALL BE 3/4" MINIMUM AND PER VENDOR SHOP DRAWING. FIRE ALARM NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL CODES WHETHER SHOWN OR NOT. 2. FIRE ALARM CONTROL PANEL SHALL BE SILENT KNIGHT WITH 8 ZONES OR APPROVED EQUAL, PER LATEST ADOPTED EDITION NFPA 70, 72, 101, FBC. 3. INSTALLATION SHALL BE BY AN EC OR EF LICENSED CONTRACTOR, WHO SHALL PROVIDE A COMPLETE PACKAGE OF SEPARATE PERMIT DOCUMENTS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER PER APPLICABLE CODES AND AHJ. 4. MINIMUM CONDUIT SIZE SHALL BE 3/4" EMT FOR ALL CONNECTIONS, UNLESS OTHERWISE NOTED. 5. TEST SENSITIVITY OF EACH DETECTOR, DOCUMENT IN AS—BUILT PACKAGE. 6. PROVIDE CIRCUIT BREAKER LOCK AND LABEL ON CIRCUIT (FACP). 7. PROVIDE COMPLETE TEST DEMONSTRATION FOR LOCAL FIRE MARSHALL AND OWNER'S REPRESENTATIVE. 8. SUBMIT FIRE ALARM SYSTEM PLANS AND SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE CODES/STANDARDS FOR REVIEW BY LOCAL AHJ. 9. ALL EQUIPMENT SHALL BE UL LISTED FOR FIRE ALARM SERVICE AND FOR OPERATION AS A SYSTEM. 10. CABLE SHALL BE UL LISTED FOR POWER LIMITED OR NON—POWER LIMITED FOR FIRE PROTECTIVE SIGNALING SYSTEMS, MINIMUM OF #16AWG SOLID. 11. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. (LABEL UNIT DESIGNATION) 12. SMOKE DETECTORS UL LISTED FOR USE IN AIR DISTRIBUTION SYSTEMS SHALL BE LOCATED DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY BRANCH CONNECTIONS IN AIR SUPPLY SYSTEMS . REMOTE ALARM, TEST AND RESET ARE REQUIRED FOR AIR HANDLING UNITS LOCATED IN SERVING AREA 60" A.F.F. 13. PLEASE CALL THE LOCAL FIRE MARSHAL'S OFFICE FOR ALL FIRE DEPARTMENT INSPECTIONS. PROVIDE LOCK BOX FOR KEY ACCESS TO BUILDING FIRE ALARM SYSTEM LOCATED PER AHJ. 14. AREA SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4' FROM ALL AIR DIFFUSERS. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 N z 0 Fn ul 0 J �D Q F7 crW N �! H LL Q rj D X W Q S .V �w I uj� q) C iE 0 O O D CONTRACT DATE: MAY 6, 2011 CD b L i DO LLJ r rn 2� � o V CL N ^Z Q ►� z W z `` 0 z W z Q Lq Z 0 i� CL J Ad V z 00� Zg�o W 0 0 � o Z z = Z w � z W w r- 0 FIRE ALARM PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. FA1.0 0 U W 0 0 0 I rl 0 I CAR IN 0 I in 51'-4" ROOF PLAN DSCALE: 1/4"=l'—O" D 51'-4" 11 3'-4" 12'-8" 3'-4" 12'-8" 3'-4" 12'-8" 3'-4" J -T I I L -U I J -T I FLOOR PLAN ff SCALE: 1/4"=1'-0" EAST ELEVATION SCALE: 1/4"=l' -O" V CV A l^'r=E+ 1x`1 1low I`V O8" CMU WALL W/ 1-#5 VERTICAL IN CONC FILLED CORE ® 48" MAX FROM FTG TO TIE BEAM O2 6" - 22 GA GALVANIZED STEEL OG GUTTER - PAINTED 3O 5"X 5" - 22 GA. GALVANIZED STEEL DOWNSPOUT- PAINTED OELASTOMERIC WATERPROOF COATING ON 8" PRECAST CONCRETE ROOF SLAB O12 1/2"W X 12"D TRENCH DRAIN 0 Z717 "ZURN" 17" FRAME & GRATE SYSTEM - 2" X 2 1/2" X 1/4" x 80"ANGLE CARBON STEEL FRAME ASSEMBLY W/ 1/4" X 3" STUDS AND COMBINATION ANCHOR TABS LEVELING DEVICES. REFER TO PLUMBING PLAN FOR ADDITIONAL INFORMATION. O36" X 36" X 36" DEEP SUMP (CATCH BASIN) OB TO OIL/WATER SEPARATOR. FOR ADDITIONAL INFORMATION REFER TO CIVIL PLANS/MAIN BUILDING PLUMBING PLANS. O9 8" CMU NON-BEARING WALL W/ 1-#5 VERTICAL IN CONC FILLED CORE ® 64" MAX. 10 12" CMU WALL W/ 4-#5 VERTICAL IN CONC FILLED CORE FROM FOOTING TO TIE BEAM. 11 ABOVE GROUND WATER RECLAIM UNIT AND TANKS. 12 24" HIGH (MASONRY OPENING) HEAD AT 10'-0" A.F.F. 13 REVERSE OSMOSIS UNIT. 14 SOAP AND DRY AGENT TANKS (24" DIA.) 15 REPRESS TANK (22" DIA.). 16 BRINE TANK (19" DIA.). 17 R.O. TANK (36" DIA.). 18 3'x3' CONCRETE SLAB AT GROUND LEVEL, FOR MORE INFORMATION REFER TO ELECTRICAL DRAWINGS. 19 2'x2' CONCRETE SLAB, FOR MORE INFORMATION REFER TO ELECTRICAL DRAWINGS. 20 GRADE 21 3/4" STUCCO FINISH - PAINTED 22 GALVANIZED STEEL DOWNSPOUT STRAPS - PAINTED 23 1" WIDE x 3/4" DEEP VINYL STUCCO REVEAL 24 CONCRETE SPLASH BLOCK 25 BEARING POINT 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 9'-R" 7,_d„ �,_R„ 7p—All �,_R„ 7,-d„ 91-R„ -M SOUTH ELEVATION SCALE: 1/4"=l'—O" -d„ NORTH ELEVATION SCALE: 1/4"=l' -O" WEST ELEVATION SCALE: 1/4"=l' -O' THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 i N z O ail IWN11, w � Q Q= e3 .V �w O W� ct L 3 I� O O O CONTRACT DATE: MAY 6, 2011 CO ■ Lo 00 (n O 0 V Q) � U Z Q r LL • .__. z W Z V) w W Z z Q J2 Z � J� Ur o o = Lo Z � o W0 O CD � � o z z = z Q Z z W O a FLOOR PLAN ROOF PLAN & EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. CWA1 } z I v T I i � V I J T I I L - V I I I I I I I I I I LuI I n/ I I I I 51'-4" ROOF PLAN DSCALE: 1/4"=l'—O" D 51'-4" 11 3'-4" 12'-8" 3'-4" 12'-8" 3'-4" 12'-8" 3'-4" J -T I I L -U I J -T I FLOOR PLAN ff SCALE: 1/4"=1'-0" EAST ELEVATION SCALE: 1/4"=l' -O" V CV A l^'r=E+ 1x`1 1low I`V O8" CMU WALL W/ 1-#5 VERTICAL IN CONC FILLED CORE ® 48" MAX FROM FTG TO TIE BEAM O2 6" - 22 GA GALVANIZED STEEL OG GUTTER - PAINTED 3O 5"X 5" - 22 GA. GALVANIZED STEEL DOWNSPOUT- PAINTED OELASTOMERIC WATERPROOF COATING ON 8" PRECAST CONCRETE ROOF SLAB O12 1/2"W X 12"D TRENCH DRAIN 0 Z717 "ZURN" 17" FRAME & GRATE SYSTEM - 2" X 2 1/2" X 1/4" x 80"ANGLE CARBON STEEL FRAME ASSEMBLY W/ 1/4" X 3" STUDS AND COMBINATION ANCHOR TABS LEVELING DEVICES. REFER TO PLUMBING PLAN FOR ADDITIONAL INFORMATION. O36" X 36" X 36" DEEP SUMP (CATCH BASIN) OB TO OIL/WATER SEPARATOR. FOR ADDITIONAL INFORMATION REFER TO CIVIL PLANS/MAIN BUILDING PLUMBING PLANS. O9 8" CMU NON-BEARING WALL W/ 1-#5 VERTICAL IN CONC FILLED CORE ® 64" MAX. 10 12" CMU WALL W/ 4-#5 VERTICAL IN CONC FILLED CORE FROM FOOTING TO TIE BEAM. 11 ABOVE GROUND WATER RECLAIM UNIT AND TANKS. 12 24" HIGH (MASONRY OPENING) HEAD AT 10'-0" A.F.F. 13 REVERSE OSMOSIS UNIT. 14 SOAP AND DRY AGENT TANKS (24" DIA.) 15 REPRESS TANK (22" DIA.). 16 BRINE TANK (19" DIA.). 17 R.O. TANK (36" DIA.). 18 3'x3' CONCRETE SLAB AT GROUND LEVEL, FOR MORE INFORMATION REFER TO ELECTRICAL DRAWINGS. 19 2'x2' CONCRETE SLAB, FOR MORE INFORMATION REFER TO ELECTRICAL DRAWINGS. 20 GRADE 21 3/4" STUCCO FINISH - PAINTED 22 GALVANIZED STEEL DOWNSPOUT STRAPS - PAINTED 23 1" WIDE x 3/4" DEEP VINYL STUCCO REVEAL 24 CONCRETE SPLASH BLOCK 25 BEARING POINT 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 3'-4" 2'-8" 7'-4" 2'-8" 3'-4" 9'-R" 7,_d„ �,_R„ 7p—All �,_R„ 7,-d„ 91-R„ -M SOUTH ELEVATION SCALE: 1/4"=l'—O" -d„ NORTH ELEVATION SCALE: 1/4"=l' -O" WEST ELEVATION SCALE: 1/4"=l' -O' THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 i N z O ail IWN11, w � Q Q= e3 .V �w O W� ct L 3 I� O O O CONTRACT DATE: MAY 6, 2011 CO ■ Lo 00 (n O 0 V Q) � U Z Q r LL • .__. z W Z V) w W Z z Q J2 Z � J� Ur o o = Lo Z � o W0 O CD � � o z z = z Q Z z W O a FLOOR PLAN ROOF PLAN & EXTERIOR ELEVATIONS DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. CWA1 } z I v T I i � V I J T I I L - V I 0 U W 0 0 TYPICAL THREE PHASE, PADMOUNT TRANSFORMER, TRANSFORMER RATED METERING INSTALLATION SERVING ONE CUSTOMER NOTES: 1) CONTRACTOR MAY BE REQUIRED TO INSTALL CT'S IN A SEPARATE COMPARTMENT AT FPL OPTION. 2) SOCKET AND CONDUIT SHALL BE GROUNDED AT THE TRANSFORMER GROUND. 3) METERING CONDUIT RISERS LOCATED IN AREAS SUBJECT TO PHYSICAL DAMAGE, AS DETERMINED BY A QUALIFIED FPL EMPLOYEE, SHALL BE RIGID STEEL. PAD MOUNTE TRANSFORME 3 CURRENT TRANSFORME GROUNDING BUSHING OR CLAMP ON A STEEL CONDI BOTH ENDS. 1" RIGID GAL BITUMASTIC DIRECT BURIED) OR PVC CONDUIT FURNISHED BY CONTRACTOR. ( SEE NOTE 3). CONTRACTOR TO FURNISH AND INSTALL 1" CONDUIT TO PHONE SERVICE BACK BOARD. ( SEE NOTE 3). cnrVrT FURNISHED & ED BY ,CTOR. CUSTOMER SERVICE SWITCH )R TO FURNISH LL CONDUIT AND kTERAL. .,,. ;ETE METER PEDESTAL (4" X 6" X 8'-0", BURIAL DEPTH 3'-0" MIN.) CONDUIT TRENCH DETAILS (TYP.) NOTES: 1) ALL CONDUIT SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. ALL COVER FROM FINISHED GRADE TO TOP. 2) SECONDARY CONDUIT AND FIBER OPTIC CONDUIT MAY BE LOCATED AT THE SAME DEPTH AS PRIMARY CONDUIT. 3) BACK FILLING SHALL FOLLOW THE LAYING OF PIPE AS CLOSELY AS PRACTICAL AND SHALL BE DONE IN SUCH A MANNER AS TO PROVIDE FIRM SUPPORT UNDER THE PIPE AND MINIMIZE TRENCH SETTLEMENT. ADDITIONALLY, CARE MUST BE EXERCISED TO PREVENT ROCKS OR OTHER UNSUITABLE MATERIAL FROM BEING PLACED ON OR OVER THE CONDUIT/PIPE. 4) JOINT TRENCHING IS AVAILABLE FOR THE FOLLOWING UTILITIES: ELECTRIC, FIBER OPTICS, CATV, AND GAS. PLEASE CONTACT UTILITIES EARLY IN THE PLANNING PROCESS OF YOUR PROJECT FOR MORE INFORMATION ON JOINT TRENCHING. 24" MIN. 7 FINISHED GRADE MARKING TAPE 18" COVER (ELECTRIC, GAS, FIBER OPTIC CABLE OR COMBINATION) FIBER OPTIC OR SECONDARY CONDUIT 30" MIN. COVER 42" MIN. COVER 2" OR 4" PRIMARY CONDUIT 6" PRIMARY FEEDER CONDUIT 48" MIN. COVER 60" MAX. COVER ELECTRICAL FLOOR PLAN SCALE: 1/4"=l' -O" 0 it rl r-r—V 1TnA 1 /-rkIrPf A 1 hle%-rrP^ L LLL I Ill% -ML. VL.IY L. 1\P%L IYV 1 LJ ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIRE- MENTS OF THE FOLLOWING, WHETHER SHOWN OR NOT: A. APPLICABLE ISSUE OF THE NATIONAL ELECTRIC CODE B: APPLICABLE ISSUE OF THE BUILDING CODE C: RULES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION. D: RULES AND REGULATIONS OF UTILITIES INVOLVED. 2 PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NEC- ESSARY FOR COMPLETE AND SAFE INSTALLATION OF THE ELEC- TRICAL SYSTEMS INDICATED ON THE DRAWINGS. 3 ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE GEN- ERAL ARRANGEMENT OF WORK AND SYSTEMS. REFER TO ARCHI- TECTURAL DRAWINGS TO VERIFY LOCATION OF EQUIPMENT, ETC. CHECK DRAWINGS OF OTHER TRADES TO VERIFY EXACT SPACE CONDITIONS OR UNDERGROUND LINES. 4 ALL MATERIALS SHALL BE NEW AND LISTED BY UNDERWRITERS LABORATORIES OR BEAR U.L. LABEL. 5 ALL WIRING SHALL BE IN RIGID CONDUIT, SCHEDULE 40 P.V.C., OR ELECTRICAL METALLIC TUBING, EXCEPT LOW VOLTAGE CONDUCTORS WHICH MAY BE INSTALLED WITHOUT CONDUIT PROTECTION WHERE PERMITTED BY CODE. 6 ALL POWER CONDUCTORS SHALL BE COPPER CONDUCTORS. N0. 10 AWG AND SMALLER SIZE SHALL BE SOLID. NO. 8 AWG AND LARGER SHALL BE STRANDED U.O.N. INSULATION THWN/THHN. MIN. SIZE: NO. 12 AWG MIN. SIZED FOR THW U.O.N. 7 ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY NATIONAL ELECTRICAL CODE. ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS AND EQUIPMENT. ALL RACEWAYS SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED AT INTERVALS NOT EXCEEDING 8 FEET. 8 ALL RACEWAYS SHALL BE PROVIDED WITH EQUIPMENT GROUND CONDUCTOR IN ACCORDANCE WITH N.E.C. ART 250. NO MORE THAN 3 CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 9 UPON COMPLETION OF WORK, CORRECT ALL PANEL BOARD CIRCUIT DIRECTORY CARDS TO REFLECT RECORD CONDITIONS. 10 BEFORE INSTALLATION OF CONDUCTORS, CONTRACTOR SHALL BE RESPONSIBLE TO MEASURE CIRCUIT LENGTHS AND ADJUST WIRE SIZE NOT TO EXCEED 2% VOLTAGE DROP IN SERVICE FEEDER AND 3% IN BRANCH CIRCUIT. 11 CONTRACTOR SHALL FURNISH AND INSTALL JUNCTION BOXES AS NECESSARY. PANEL: CW KEY NOTES 01 THE CAR WASH CONTROL BOX CONTAINS AN INTERNAL 30 DISCONNECT SWITCH FOR POWER TO THE CAR WASH AND TERMINALS FOR CONTROL WIRING. (CAR WASH MANUFACTURER WILL PROVIDE) O2 12"x12"x6" DEEP NEMA 4X JUNCTION BOX W/SCREW COVER POSITIONED 8'-0" FROM THE ENTRANCE END OF THE TRACK AND APPROX. 14' UP FROM FLOOR OR AS CLOSE TO THE CEILING AS POSSIBLE. O3 2 S.O. CORDS TO LOOP CONNECT FROM ITEM #2 TO ROLLOVER CAR WASH. 1 CORD FOR 30 WIRING TO CONNECT TO CONTACTORS INSIDE CAR WASH CONTROL BOX. 1 CORD FOR CONTROL WIRING TO CONNECT TO TERMINALS THE CAR WASH CONTROL BOX. THE CAR WASH MANUFACTURER PROVIDE THE S.O. CORDS WHICH ARE TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. OUSE PVC CONDUIT WITH GASKET CONNECTIONS TO ALL JUNCTION BOXES AND DISCONNECTS. 5O FLOOR MOUNTED TREADLE PAD PROVIDED BY CAR WASH MANUFACTURER. PURCHASER MUST CONNECT 3/4" CONDUIT FROM ITEM #8 TO ITEM #9 THEN TO ITEM #2 AND WIRE 2-16 AWG WIRES THROUGH TO ITEM #2. FINAL POSITIONING OF TREADLE PAD MADE BY CAR WASH SUPPLIER. 6O 4"x4" NEMA 4X SPLICE BOX POSITIONED 65" FROM EXIT END OF TRACK AND 2'-0" UP FROM FLOOR. 7O 4"x4" NEMA 4X SPLICE BOX POSITIONED NEXT TO THE RINSE ARCH AND 10'-0" UP FROM FLOOR. 2-16 AWG WIRES AND GROUND WILL CONNECT FROM ITEM#10 TO ITEM#11 THEN TO ITEM#2 THROUGH 3/4" CONDUIT FOR CONTROL OF THE RINSE ARCH. 8O 24"x24"x6" DEEP BLOWER CONTROL BOX 4' UP FROM FLOOR AT EXIT END OF TRACK NEAR BLOWERS. THE BLOWER CONTROL BOX CONTAINS AN INTERNAL 30 DISCONNECT SWITCH FOR POWER TO BLOWER. THE CAR WASH MANUFACTURER WILL PROVIDE THE BLOWER CONTROL BOX WHICH IS TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. O9 BLOWER ACTIVATION DONE THROUGH CONTROL WIRE CONNECTIONS TO CAR WASH COMPUTER FROM BLOWER CONTROL BOX, 2-16 AWG WIRES. 10 FROM EACH OF 3, 15HP, 30 , 208/230/460V BLOWER MOTORS, EXTEND IN 1" CONDUIT TO CONTROLS IN ITEM #8. ALSO, 4 WIRES OF 16 AWG AND GROUND TO CONNECT TO OSCILLATING MOTOR. 11 6"x6" NEMA 4X ENCLOSURE 5'=0" UP FROM FLOOR. 3-16 AWG WIRES FROM CAR WASH JUNCTION BOX (ITEM #2) WILL PROVIDE POWER. 12 TWO 20AMP NON GFI 110V POWER SOURCE WITH 4 GROUNDED PLUG INS. POSITION OUTLET 5'-0" UP FROM FLOOR. 13 INCOMING 30 POWER TO RECLAIM UNIT. ALSO, 3 WIRES OF 16 AWG TO CONNECT TO J -BOX (ITEM #2). 14 1" CONDUIT UNDER CONCRETE FLOOR FOR POWER SUPPLY FOR SUMP PUMP ON/OFF SWITCH. 15 20A 110V POWER SUPPLY TO PROVIDE POWER FOR SUMP PUMP ON/OFF SWITCH. 16 4-16 AWG WIRES AND GROUND FROM NEMA 4X SPLICE BOX TO CONNECT TO BLOWER CONTROL BOX (ITEM #8) POSITION BOX 5'-0" UP FROM FLOOR (USED FOR BLOWER COUNTDOWN TIMER). 17 CODE BOX (1) 1" CONDUIT - 7 WIRES OF 16 AWG AND GROUND TO CONNECT TO J -BOX (ITEM #2). 18 12"x12"x6" DEEP 4X JUNCTION BOX W/SCREW COVER POSITIONED 8'-0" FROM THE ENTRANCE END OF THE TRACK AND APPROX. 14' UP FROM FLOOR OR AS CLOSE TO THE CEILING AS POSSIBLE. 19 1" CONDUIT UNDERGROUND AND THEN RAISED UP THROUGH CENTER OF CONCRETE SLAB (64" FROM CENTER OF OPENING). 20 TYPE V ACCULITE WP -432 EWF-RS2TI-ETB PAI -8-P D -LC -SS LAMPS, SURFACE MOUNT TO STRUCTURE. NOTE: MANUFACTURER RECOMMENDS ALL CONNECTIONS BE PVC CONDUIT GASKETED WATER TIGHT CONNECTIONS. NEMA 3R SERVICE ENTRANCE RATED CKT BKR TYPE 277/480V 3PH 4W DESCRIPTION OF LOAD * BRKR * AMPS PH. LD. CIR. NO. PHASE A B C CIR. NO- * AMPS PH. LD. * BRKR DESCRIPTION OF LOAD AMPS P A B C A B C P AMPS RECLAIM 15 - 10 1 ■ 2 90 - 100 DRYER MCC 3#12, EG, 3/4"C. - - 10 3 ■ 4 w 90 - - 3#3, #EG, 1 1/2"C 0 - 3 10 5 ■ 6 90 3 - 3-15 HP MOTORS CAR WASH MAIN CONTROL 30 - 30 7 ■ 8 BLANK 3#10, #1OEG, 3/4"C - - 30 9 ■ 10 1 1 20 LIGHTS x 1.25 4-3HP - 3 30 11 ■ 12 15 - 25 TRANSFORMER 15 KVA 13 ■ 14 15 - - 3#12, #12EG, 3/4" C. 15 ■ 16 15 3 - 17 ■ 18 BLANK 19 ■ 20 BLANK 21 ■ 22 BLANK 23 ■ 24 BLANK 25 1 ■ 1 26 6 25% LARGEST MOTOR 27 ■ 28 6 15 HP 29 ■ 1 30 6 BLANK LOAD BALANCE (AMPS) TOTAL CALCULATED 0 0 FEED FROM FPL 3#1 /0, #4N, 2" PVC I NEMA 313 MAINCKT BKR 150 AMPS A 131 109 KVA N MOUNTING SURFACE B 132 o CAR OUT AIC 14,000 C 131 I 0 16 PANEL: CW 1 CIRCUIT BREAKER TYPE 120/240V 1PH 3W DESCRIPTION * BRKR * AMPS PH. LD. CIR. PHASE CIR. * AMPS PH. LD. * BRKR DESCRIPTION OF LOADAMPS P A B C NO. A B C NO- A B C P AMPS OF LOAD �j 1 ■ 2 10 1 20 SUMP PUMP 'n 3 ■ 4 10 1 20 SITE 5 ■ 6 2 1 20 SPARE 7 ■ 8 10 1 20 SPARE 9 ■ 10 10 1 20 SPARE 11 ■ 12 8 1 20 SPARE 13 ■ 14 10 3 20 LIFT STATION 15 ■ 16 10 - - - 17 ■ 18 10 - - - 19 ■ 20 21 ■ 22 23 ■ 24 LOAD BALANCE (AMPS) FEED FROM 15 KVA TRANSFORMER NEMA 3R LOAD CENTER 60 AMP MAIN CKT BKR A 30 3 #3, #6EG, 1.5" PVC B 90 AIC 10,000 C 90 TOTAL CALCULATED 300 AMPS THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 U) z 0 N Lu ct N N ILL_ a ci n >0 ,V L 0 �w co I 0 C O O O CONTRACT DATE: MAY 6, 2011 CO W LC) U Z � DO Lu M CD o C7 c N Z z 111 J W z `` N w z Q LLI CL J UI O ZLo = Zg�o w 0 0 0 o Z z = Z W c U z W O ELECTRICAL PLAN PANEL SCHEDULES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. CWEl z 0 ti U w 0 0 WA __s— WA WA WA WA CAR IN WM 3 1 1/4" E PLUMBING PLAN SCALE: 1/4"=l'—O" e�r7hlf m A 1 1►1/1TC[^ f -^M \A/ ATC11 V LII I -I NJ-% IYV 1 LJ 1 w I x YY 1-11 L11 1. FOLLOW ALL PLUMBING CODES. 2. USE OF A BACK FLOW PREVENTER SEPARATING THE WASH WATER FROM THE POTABLE WATER SUPPLY OF THE BUILDING IS REQUIRED. 3. BACK FLOW PREVENTER NOT PROVIDED BY BELANGER. 4. UNDERGROUND LINES TO BE CAPPED AND PRESSURE TESTED AT 30PSI FOR 24 HOURS BEFORE POURING CONCRETE FLOOR. SEE DRAWING P2. GENERAL NOTES FOR UNDERGROUND PLUMBING 1. ALL STUB UPS TO BE 12" ABOVE FINISHED FLOOR. 2. ALL UNDERGROUND PIPES AND CONDUITS TO BE PROVIDED BY GENERAL CONTRACTOR. NOTES: GENERAL NOTES FOR PNEUMATICS 1. COMPRESSED AIR SUPPLY REQUIRED FOR WASH BAY. MINIMUM 5 SCFM ® 10OPSI FOR MAIN AIR SUPPLY 2. COMPRESSED AIR SUPPLY BY GENERAL CONTRACTOR MUST BE CLEAN/ DRY AIR SOURCE. KEY NOTES 01 REFER TO CIVIL DRAWINGS FOR CONTINUATION. OSHUT OFF VALVE O1/2" AIR LINE WITH BALL VALVE SHUT-OFF TO CONNECT TO ROLLOVER CAR WASH. POSITIONED 9'-0" FROM THE ENTRANCE END OF THE TRACK AND APPROX. 14' UP FROM FLOOR OR AS CLOSE TO THE CEILING AS POSSIBLE. O4 1" RECLAIM WATER LINE WITH BALL VALVE SHUT-OFF TO CONNECT TO ROLLOVER CAR WASH FED FROM ITEM#21. POSITIONED 10'-6" FROM THE ENTRANCE END OF THE TRACK AND APPROX. 14' UP FROM FLOOR OR AS CLOSE TO THE CEILING AS POSSIBLE. O5 1" WATER LINE WITH BALL VALVE SHUT—OFF TO CONNECT TO ROLLOVER CAR WASH. POSITIONED 11'-6" FROM THE ENTRANCE END OF THE TRACK AND APPROX. 14' UP FROM FLOOR OR AS CLOSE TO THE CEILING AS POSSIBLE. O6 PLUMB TO EQUIPMENT PER PLUMBING SCHEDULE. O1" R.O. WATER LINE WITH BALL VALVE SHUT-OFF TO CONNECT TO RINSE ARCH FED FROM ITEM#18. POSITIONED ACROSS FROM THE RINSE ARCH AND APPROX. 10'-0" UP FROM FLOOR. O8 1" CITY WATER LINE WITH BALL VALVE SHUT-OFF TO CONNECT TO R.O. UNIT INCOMING WATER TANK. POSITION LINE 5'-0" UP FROM FLOOR. O9 BYPASS 1" WATER LINE WITH BALL VALVE SHUT—OFF TO CONNECT ITEM #16 AND ITEM #18. POSITION LINE 5'-0" UP FROM FLOOR. (IF R.O. FAILURE OCCURS BYPASS SHALL BE USED) 10 1" WATER LINE WITH BALL VALVE SHUT—OFF TO CONNECT TO RINSE ARCH AT ITEM #10. (PVC PIPE RECOMMENDED) POSITION LINE 5'-0" UP FROM FLOOR. 11 1" CITY WATER LINE WITH BALL VALVE SHUT—OFF TO CONNECT TO RECLAIM UNIT INCOMING WATER OUTLET. POSITION LINE 5' UP FROM FLOOR. 12 1" LINE FROM CYCLONE SEPERATOR OUTLET TO CONNECT TO ROLLOVER CAR WASH AT ITEM#5. POSITION LINE 9' UP FROM FLOOR. 13 4" DRAIN LINE UNDER CONCRETE FLOOR FROM 3'x3'x3' CATCH BASIN TO 1ST RECLAIM HOLDING PIT. 14 QTY OF 2: 2" SUCTION LINE UNDER CONCRETE FLOOR FROM LAST RECLAIM HOLDING PIT TO RECLAIM PUMP. END OF LINE NEAR RECLAIM TO BE STUBBED 4" UP FROM FLOOR. 15 1" RETURN LINE UNDER CONCRETE FLOOR FROM RECLAIM SEPARATOR TO TRENCH DRAIN. END OF LINE NEAR RECLAIM TO BE STUBBED 4" UP FROM FLOOR. 16 4" OVERFLOW DRAIN LINE UNDER CONCRETE FLOOR FROM TOP OF LAST CATCH BASIN TO SAND/OIL SEPARATOR AND CITY SEWER. 17 ABOVE GROUND WATER RECLAIM SYSTEM 18 TO OIL/WATER SEPARATOR 1 g 2" SUCTION LINE FROM LAST RECLAIM TANK TO RECLAIM PUMP THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 z 0 U w 0 a z 0 0 N 0 iw� ! Iw J I� 3 I I 'V L 0 Lc uj0 I � 0 J 0 0 O 0 CONTRACT DATE: MAY 6, 2011 W Lo U Z 00 —ul 0)o U ^ v � N Z Q � z W Z LL w cnz W Z Q - o_ �— � J ad V Z = � Zg�o 0 0 U �, o Z ? = Z — w o Li! U a. Z 0 PLUMBING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. cwpl 0 N N O — — I — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -1 I I I LL - I I a I I \ � II I I I z I 0 0 c I 9 � 1 I 1 I � L— — — — — — — — — � I 12 16 11 3 3' 4" /12"-8" lo ID—\ 8 Z 50'-0" ROOF FRAMING PLAN SCALE: 1/4"=l' -O" 16 16 16 12 J 11 3 12 11 3 4" 12'-8" '-4" 12'-8" i, 3'-4" - - - - - -J- — II -44IF— — o W LL I � ®� TRENCH SLS rT7 ./811 PERFT. 5 d� 8" 3'-0" .00,� 33'-0„ I 0 y I o z 2 looll A 1 I i S1 0 ol0 11 N _ o I I � 1 of w 18 _co 1 II Lo 1 w o I o 3 3 — — — — — — — — — — — — — — — — — — — - -__r— — — — —I_ —__r-- — — — -Z 2 12 16 11 12 16 11 3'-4" 12'-8" V 3'-4" 12'-8" 51'-4" FOUNDATION PLAN SCALE: 1/4"=l' -O" OTTOM = h /8" PER FT. II — II IISLOPE _ 111 /8" PER FT. II II 6'-4" II II II A we] I T_ s --- — p I \\ I I I I j I I o \\ 1 TOP OF GRATE % O'-1 1/16" % B.F.F. \\ 3 — 12 D 11 D 3'-4" S1 12'-8" 3'-4" E S1 0 I in 1 1'-5" as a A TRENCH DRAIN DETAIL S1 SCALE: 1" = 1'-0" H S B SECTION S1 SCALE: 1/2"=l' -O" SLOPE = 1/8" PER FT. _ 0 5'-8" TRENCH DRAIN & SUMP SECTION SCALE: 1/4" = 1'-0" 3 S2 1 2 S2 S2 1 SLOPE 1/8" PER FOOT OPP. S2 ` 13 —g 0000100@000000 000000000 000000000 000000000 000000000 000000000 000000000 0000000o0 000000000 000000000 000000000 000000000 000000000 000000000 00000 '�• I OPEN OPEN OPEN I I I ' OPEN ' CD II o I 0 SLOPE BOTTOM 1/8" PER FOOT_ L D BUILDING SECTION S1 SCALE: 1/4" = 1'-0" E BUILDING SECTION S1 SCALE: 1/4" = 1'-0" SLOPE BOTTOM 1/8" PER FOOT 37'-0" KEY NOTES O24" WIDE X 12" DEEP 3000 PSI POURED CONCRETE FOOTER W/ 3-#5 CONT. O6" THK. 3,000 PSI POURED CONCRETE SLAB W/ 6X6 2.9/2.9 WWM REINFORCING OVER 6 MIL. VISQUEEN VAPOR BARRIER OVER CLEAN, COMPACTED FILL, POISONED TO PREVENT TERMITE INTRUSION. O16" WIDE X 8" DEEP 3000 PSI POURED CONCRETE FOOTER W/ 2-#5 CONT. AT NON-BEARNG WALLS O4 12"W TRENCH DRAIN WITH Z717 "ZURN" 17" FRAME & GRATE SYSTEM O5 36" X 36" X 36" DEEP SUMP (CATCH BASIN) O6 3 RECLAIM TANKS 07 CLASS "C" DUCTILE IRON SLOTTED GRATES (—DGC) O8 U.G. PIPING — SEE SHEET P1.0 O9 8" PERMACAST HOLLOW CORE ROOF SLAB 10 BRICK SAND FILTER ® 48" O.C. 11 8" CMU NON—BEARING WALL W/ 1—#5 VERTICAL IN CONC FILLED CORE ® 64" MAX FROM FTG TO OPEINING 12 12" CMU WALL W/ 4—#5 VERTICAL IN CONC FILLED CORE FROM 0 FOOTING TO TIE BEAM 13 28" X 52" X 24" DEEP 3000 PSI POURED CONCRETE FOOTER W/ 3—#5 LONG AND 4 — # 5 SHORT AT 12" CMU WALLS 14 Z717 "ZURN" 17" FRAME & GRATE SYSTEM — 2" X 2 1/2" X G 1/4 01 x 80" w/ L CARBON STEEL FRAME ASSEMBLY W/ 1/4" X 3" STUDS AND COMBINATION ANCHOR TABS LEVELING DEVICES. 15 3'x3' CONCRETE SLAB AT GROUND LEVEL WITH UNDERGROUND CONDUIT RAISED THROUGH CENTER OF SLAB TO CODE BOX. REFER TO SHEET CWE1.0 FOR ADDITIONAL INFORMATION. 16 #4 ® 12" 0. C. 17 #4 CONT. 18 2'x2'x1/4" STEEL ANGLE CONT. AROUND TRENCH "J" HOOKS APPROXIMATELY EVERY 3 FEET. rB S1 SLORE _ 1/8 PER FT. 3'-0" I THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 O `t w Lc� q CONTRACT DATE: MAY 6, 2011 c� W Lo U j Z I� M o U ^ o 0 N Z Q r, �/ • v z LL- LLI w Z z ZLy_Z0J g � CL—iad O Z = � Z��oW O rn • o VZ � z Z _ W 0 U z u - U) W � O I � FOUNDATION AND ROOF STRUCTURE PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. cwsl STRUCTURAL NOTES MISCELLANEOUS 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS. 2. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 3. APPLICABLE BUILDING CODE: FLORIDA BUILDING CODE, 2004 W/ 2006 SUPPLEMENTS 4. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE. BUILDING IS DESIGNED ACCORDING TO THE "ENCLOSED BUILDING" CONCEPT. 5. DESIGN LOADS: LIVE LOAD: 20 P.S.F., 100 PSF ON SECOND FLOOR DEAD LOAD: 50 P.S.F., 50 PSF ON SECOND FLOOR 6. DESIGN WIND VELOCITY = 100 MPH. 7. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE DRAWINGS. 8. CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON DRAWINGS. 9. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR ROOFING IS INSTALLED. SITE WORK 1 2. 3. 4. 5. 1-1 A SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT PROJECT SITE BY PROFESSIONAL SERVICES INDUSTRIES, INC. SOIL BORING LOGS AND SITE PREPARATIONS PROCEDURES ARE INCLUDED IN THE PROJECT SOIL REPORT DATED MAY 3, 2002 WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENT. ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT. DESIGN SOIL BEARING PRESSURE = 2,000 PSF. CONTRACTOR SHALL RETAIN A QUALIFIED TESTING LABORATORY TO PERFORM THE FOLLOWING TESTS: a) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED SUB GRADE AND COMPACTED FILL. b) ONE DENSITY TEST AT EACH COLUMN FOOTING. c) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST BACK FILLING PRESSURES UNTIL FLOOR SLABS AT TOP AND BOTTOM ARE IN PLACE. 7. THE SIDES OF FOOTINGS MAY BE EARTH FORMED IF THE EXCAVATION CAN BE KEPT VERTICAL, CLEAN, AND STABLE. OTHERWISE, PLYWOOD FORMS MUST BE USED. 1 WALL SECTION S2 SCALE: 3/4" = 1'-0" CAST IN PLACE CONCRETE 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: a) FOOTINGS, SLAB -ON -GRADE, SLAB FILL ............ 3000 PSI b) MASONRY WALL TIE BEAMS, TIE COLUMNS ........... 4000 PSI c) COLUMNS, WALLS, BEAMS, SLABS..................4000 PSI 2. CONCRETE SHALL BE READY MIX PER ASTM C94: a) PORTLAND CEMENT - ASTM C 150 b) AGGREGATES - ASTM C33 (3/4" MAX.) c) NO CALCIUM CHLORIDE d) AIR ENTRAINING - ASTM C260 e) WATER REDUCING - ASTM C494 f) FLY ASH - ASTM C618-78 CLASS F (25% MAXIMUM BY WEIGHT) g) WATER - CLEAN AND POTABLE 3. REINFORCING STEEL: ASTM A615 GRADE 60. 4. REQUIRED SLUMP RANGE = 3" TO 5". 5. WELDED WIRE FABRIC: ASTM A-185. FURNISH IN SHEETS, NOT ROLLS. 6. MOISTURE BARRIER: 6 MIL POLYETHYLENE. LAP 6" AND TAPE ALL JOINTS. 7. CODES AND STANDARDS: (CURRENT EDITION) ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." ACI 318 "BLDG. CODE REQUIREMENTS FOR REINF. CONCRETE." ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 8. MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9. PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL REINFORCING IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS. USE PLASTIC TIP LEGS ON ALL EXPOSED SURFACES. 10. ALL BEAMS, SPANDRELS AND SLABS SHALL BE POURED MONOLITHICALLY, EXCEPT FOR REQUIRED CONSTRUCTION JOINTS. PROPOSED CONSTRUCTION JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL. 11. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. 12. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT LIMITED TO ANCHOR BOLTS, BOLT CLUSTERS, WELD PLATES, ETC..., BEFORE PLACING CONCRETE. NOTIFY ENGINEER OF ANY CONFLICTS WITH REBAR. 13. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 13. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. 14. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS: a) APPLY A 30% SOLIDS LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ACCORDANCE WITH ASTM C-309. b) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH ACI 301. 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORM WORK, SHORING, AND RESHORING. DESIGN SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER. 2 WALL SECTION S2 SCALE: 3/4" = 1'-0" 16. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO CEMENT RATIO. USE COLD WATER FROM THE TRUCK TANK AND REMIX TO ACHIEVE CONSISTENCY. TEST REPORTS SHALL INDICATE QUANTITY OF WATER ADDED AT THE JOB SITE. ALL TESTS SHALL BE PREPARED AFTER THE ADDITION OF WATER TO THE MIX. 17. MAXIMUM WATER TO CEMENT RATIO WHEN NO BACK-UP DATA IS AVAILABLE: a) 4000 PSI, 28 -DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.44 MAXIMUM (NON - AIR -ENTRAINED), 0.36 MAXIMUM (AIR -ENTRAINED). b) 3000 PSI, 28 -DAY COMPRESSIVE STRENGTH; W/C RATIO, 0.58 MAXIMUM (NON - AIR -ENTRAINED), 0.47 MAXIMUM (AIR -ENTRAINED). 18. REINFORCING BAR COVER: a) FOOTINGS 3" b) COLUMNS 1-1/2" c) BEAMS 1-1/2" d) SLABS 3/4" (INTERIOR) 1-1/2" (EXTERIOR) 19. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 20. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF REQUIRED, IS NOT INCLUDED. 21. PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES. WET FORMS BEFORE PLACING CONCRETE. 22. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL VIBRATORS. 23. REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF EXPOSED REINFORCING. 24. PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DRAWINGS. 25. PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MATCH HORIZONTAL BARS. 26. SUBMITTALS: a) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ACI 301-96 CHAPTER 4, SECTION 4.2.3, EXCLUDING SECTION 4.2.3.4B. b) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND DIAGRAMS. c) SUBMIT FORM WORK AND SHORING DRAWINGS TO LOCAL BUILDING DEPARTMENT WHEN REQUIRED BY FLORIDA THRESHOLD LAW. 27. ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4" THICK, REINFORCED WITH 6X6 -W1.4 X W1.4 W.W.F., ON 6 MIL VAPOR BARRIER, WITH SAW - CUT CONTROL JOINTS 20'-0" O.C. EACH WAY INCLUDING HOUSEKEEPING PADS AS REQUIRED. SEE PLANS FOR OTHER CONDITIONS. 28. STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING. 3 WALL SECTION S2 SCALE: 3/4" = 1'-0" MASONRY 1. HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE II. MINIMUM NET COMPRESSIVE UNIT STRENGTH = 1900 PSI. (NET AREA COMPRESSIVE MASONRY STRENGTH f'm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 (PROPORTION OR PROPERTY SPECIFICATION). 3. COARSE GROUT SHALL CONFORM TO ASTM C476: a) 2500 PSI AT 28 DAYS. b) 1/4" MAXIMUM AGGREGATE. c) 8" - 11" SLUMP. 4. CODES AND STANDARDS: ACI 530/ASCE 5 "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" ACI 530.1 /ASCE 6 "SPECIFICATIONS FOR MASONRY STRUCTURES" 5. A REINFORCED CONCRETE TIE BEAM SHALL BE PROVIDED IN ALL WALLS SHOWN ON THE STRUCTURAL DRAWINGS AT THE ROOF. USE GALVANIZED MESH -TYPE CELL CAPS. PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH HORIZONTAL BARS. 6. UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWS: a) FLOOR LEVELS: 8" X 16" MINIMUM WITH (2) #5 TOP AND BOTTOM, AND #3 CLOSED STIRRUPS AT 16" O.C. b) ROOF LEVEL: 8" X 24" MINIMUM WITH (2) #5 TOP AND BOTTOM,AND #3 CLOSED STIRRUPS AT 12" O.C. c) TOP OF PARAPET: (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS. 7. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM OF BAR AND AT 8'-0" O.C. MAXIMUM WITH A MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1". CENTER BARS IN WALLS U.N.O. 8. VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS. FILL CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM. LAP SPLICE VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR LEVEL UNLESS NOTED OTHERWISE. MAINTAIN VERTICAL REINFORCING SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10'-0" CLEAR. CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS. 9. ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY FOREIGN MATERIAL OR DEBRIS. 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 11. REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. 12, WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. 13. PROVIDE HORIZONTAL WALL REINFORCING 9 GA. GALVANIZED LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16" O.C. 14. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES. RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE EDGE. 15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF REINFORCEMENT IN THE LAPPED DISTANCE. 16. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5'. CLEANOUTS TO BE SAW -CUT 4" X4". 17. GROUT POUR HEIGHT SHALL NOT EXCEED 24'. PLACE GROUT IN 5' MAX. LIFTS HEIGHTS. 18. CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND SETTLEMENT. 19. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN. 20. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS. 21. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATION INFORMATION. SPACE AT 20'- 0" O.C. AT EXTERIOR WALLS, 32'-0" O.C. AT INTERIOR WALLS UNLESS NOTED OTHERWISE. 22. PROVIDE MASONRY INSPECTION BY A QUALIFIED AGENT IN ACCORDANCE WITH ACI 530- 1.5. INSPECTION SERVICES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL AS MATERIALS, EQUIPMENT, AND PROCEDURES. 23. PROVIDE 8" DEEP PRECAST REINFORCED CONCRETE AND K/0 BLOCK COMPOSITE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM. MINIMUM END BEARING = 8". LINTEL WIDTH TO MATCH MASONRY WIDTH. 24. THE TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH VISQUEEN AT THE END OF EACH WORK DAY AND WHENEVER RAIN OCCURS. NEI IV V I CJ OELASTOMERIC WATERPROOF COATING - ROOF O2 COURSES CONCRETE FILLED 12" K.O. BLOCK W/ 2 - 5 CONT. EACH COURSE O3 FOOTING PER FOUNDATION PLAN O 2 COURSES CONCRETE FILLED K.O. BLOCK W/ 2 - 5 CONT. EACH COURSE O5 MIN. 3 1/2" BEARING O6 3/4" STUCCO FINISH - PAINTED O6" THK. 3,000 PSI POURED CONCRETE SLAB W/ 6X6 2.9/2.9 WWM REINFORCING OVER 6 MIL. VISQUEEN VAPOR BARRIER OVER CLEAN, COMPACTED FILL, POISONED TO PREVENT TERMITE INTRUSION. 8O 8" PRECAST CONCRETE HEADER & CONCRETE FILLED 8" K.O. BLOCK W/ 1-#5 CONTINUOUS ABOVE - COMPOSITE LINTEL. O9 GROUT HOOKED REBAR IN KEYWAY 10 1/2" THK. CONTINUOUS PRE MOLDED EXPANSION BOARD. 11 5"x5" 22 GA. GALVANIZED STEEL DOWNSPOUT - PAINTED 12 GALVANIZED STEEL DOWNSPOUT STRAPS - PAINTED 13 PAINTED CMU OR CONCRETE 14 CONCRETE SPLASH BLOCK 15 GRADE 16 BACKER ROD AND CAULK 17 8" PERMACAST HOLLOW CORE ROOF SLAB 18 1" WIDE x 3/4" DEEP VINYL STUCCO REVEAL 19 1- #3 20 OPEN 21 #5 VERT IN CONC FILLED CORE 0 24" O.0 22 12" PRECAST CONCRETE HEADER & CONCRETE FILLED 12" K.O. BLOCK W/ 2-#5 CONTINUOUS ABOVE. 23 CONCRETE FILLED X.O. BLOCK W/ 1 - 5 CONT. 24 8" CMU WALL W/ 1-#5 VERTICAL IN CONC FILLED CORE @ 64" MAX FROM FTG TO OPEINING 25 12" PRECAST CONCRETE HEADER W/ 2-#5 CONTINUOUS. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANE °ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100/ CONSTRUCTION DOCS. ISSUE DATE: 9-21 -1 1 CONTRACT DATE: MAY 6, 2011 WALL SECTIONS, STR U CTU RAL NOTES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. CWS2 CO U Lu DD M n.. V U .-. o v Z��� Q 1..` W • Z J j L` z Li N W Z Z Q �_ z J UI CL J O 00 Lr) ZZ W rn 0 o Iw V • C� 0 o o Z ? = z W 0 0LL_� J L rn U) / �r- O n WALL SECTIONS, STR U CTU RAL NOTES DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. CWS2 SITE PLUMBING PLAN SCALE: 1" = 30' 0 i SE BIBB RISER BE SECURED LIGHT POLE P). GENERAL NOTES 1. REFER TO DRAWING P3.0 FOR PLUMBING FIXTURE SCHEDULE. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 ot Z O Ln Cv o to w ° `- N w �w ! to ,V >E 5 co vJ I Lu� 0 L� O D O CONTRACT DATE: MAY 6, 2011 Lu U ' I Z '21 00 �t Fes- 0) o w � ^ I ZQN� 00-0 J W z `` N W Z Z Q J C J � V O C� O W O O z = Z Z - W U z Cn w d 0 n SITE PLUMBING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. Pol z 0 a U W O 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 CONTRACT DATE: MAY 6, 2011 WASTE PIPING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P1.0 • Lu u')U , zw�� .. ♦^ �(7)o Q) � O U z Q r N W • z v LL. Z W W z Q r)_ J O Z z U-) w O O • = O Z z Z oc LLJ Q O ^ Z O -i V ) O n WASTE PIPING PLAN DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. P1.0 2" P-10 P-12 P �n 3 P 2 1 - - -r--I------------ I -- 3,/ l 1 2" — — P-12 2" ' I 1 I I(jlIDiu t I— I I 6: �1 13/4' 3/4" ; ao P a ar-r - J- - - - _—,a,o o a a ,\--j 4 1 I 4�IfIi { ]I i rte. —A --'a— � f ,— I I t! a 1 1/2" 1 — — — o- I `iii , I 13/4 IX P-12 1 3/4" , I o J c , 77 F - - - - - - -- x S C O Q C 7-1 n l til I f, Ii I E I .) I ! :I I Ax Co ry'l : r —— 1 1/2" ! I — 3/4"y — 1 I Pill � T '2 y ' a n -a �/4" CW DN TO 1 rri l,a I I _ it II" �ERVICE BAY `` 'a`lFF I 4 =` a aw I I 1 a', CABINET (TYP.) _Lo _ — - - - - - - - - ----- P-2 ------------ - ------------- Iff— — -- — � �I X �z I l I �FFJ T ' I2" Q 1--j I I I I I I Ir FF IJ 1 I 1 L 3/4" CW DN TO I rI P NJI — " ; r1 1/4" ti 1 I SERVICE BAY l s: � I ( — — — � CABINET (TYP.) a lqlolLn tI \ 1 o o 11 ° . I — 1„ W J - - ----- — i N Vf 3/4'�HWR III oa° o0 oO DJt'JI K ri, I 1 Ih i r i N Lx xi 1 "?`I 3/4ff -------------7----------®--- ----- —�- - —— P I l 1 1 6 O 1 % ' 3/4' PT19 3/4ff DN 1 1 H II n X111 I �I �nl I I I I l I I/ — Tf— I r- , 1 —i— — % 7 (7-,,7,�N, SUPPLY WATER PIPING PLAN ��\ , SCALE: 1/8"=l'—O" y 1/2" I FD -1 P-14 P-20 1/2" CW _ & HW DN 7 (TYP.) P-8 P -7t& P-17 3/4" P-7 1/2ff 3/4" P-12 T 4 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" Rw PLUMBING PLAN LEGEND WASTE PIPING SW VENT PIPING VENT ------- VENT THRU ROOF VTR HOT SUPPLY WATER HW o COLD SUPPLY WATER CW HOT WATER RETURN HWR I V V I L 1 ALL WATER PIPING, WASTE WATER, PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. PARTIAL ENLARGED PLAN SCALE: 1/4" = 1'-0" /2ff CW HW DN CW DN YP) 2 PARTIAL ENLARGED PLAN P2.0 3/4" CW DN 3 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" IS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF 'RING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, )PIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT ;ITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE A OJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-11 PLUMBING FIXTURE SCHEDULE ITEM FIXTURE SOIL OR VENT COLD HOT WASTE WATER 18 PROVIDE WATER HAMMER PROTECTION AT EACH FIXTURE OR GROUP APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. WASTE LOCATION AND SIZE OF ALL EXISTING AND INVERTS PRIOR TO WATER WATER FU FU STARTING ANY WORK OR ORDERING ANY MATERIALS. 2 THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN 19 PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. AND DEFINE CONDITIONS AND SPECIFIED REQUIREMENTS, PIPE SIZES, (HANDICAPPED) KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MTD., 17" HIGH, VITREOUS p_1 WATER 4" 2" 1 1/4"F EACH FIXTURE, EXPOSED STOPS SHALL BE CHROME PLATED. 6 10 CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL FLUSH VALVE NO.111-1.28, 1.28 CLOSET WITH FLUSH VALVES WHEN SPECIFIED. WHEN SUFFICIENT WATER SEQUENCE, OR OPERATION NECESSARY FOR THE COMPLETION OF 9 TOILET FIXTURES SHALL BE OF COLORS SELECTED BY THE OWNER. GPF. OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK THE PROJECT WITHOUT DRAWING ON THE CONTRACTOR'S INGENUITY SUBMIT COLOR SELECTION CHART SO COLOR SELECTIONS CAN BE ARCHITECT FOR APPROVAL. OR EXPERIENCE. THE PLUMBING SUBCONTRACTOR PRIOR TO BIDDING MADE. HINGE. EQUAL MFR. -AMERICAN STANDARD, CRANE, ELJER. MUST THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING 21 CONTRACTOR SHALL INSTALL AND MAKE ALL PLUMBING CONDITIONS AND THE PROPOSED IMPROVEMENTS, NO REQUEST FOR 10 (HANDICAPPED) KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MTD., 17" HIGH, VITREOUS WATER-- CHANGE IN CONTRACT PRICE WILL BE CONSIDERED FOR WORK FLOOR AS DIRECTED BY THE A.D.A., FLORIDA STATE BUILDING REQUIRED THAT COULD BE DETERMINED BY A THOROUGH CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL OPTIMA ELECTRONIC SENSOR P CLOSET 4�� 2" 1 1/4" LAVATORIES SUBJECT TO HUMAN CONTACT. 6 10 ACTIVATED FLUSH VALVE MODEL 1.28 -ES -S, 1.28 GPF COMPLETE WITH 120V AC 11 BRIGGS, DAYTON, KOHLER AND DELTA MAY BE SUBMITTED FOR 23 FURNISH CUT-OUT TEMPLATES FOR PLUMBING FIXTURES TO BE TRAPS, TAILPIECES, CARRIERS AND SUPPORTS. PROVIDE FLOOR APPROVAL BY THE ENGINEER. ALL SUBMITTED MATERIALS MUST TRANSFORMER MODEL No: EL -154 (REQUIRES 120/1/60 ELEC. SUPPLY CONN. BY OWNER) DRAINS WITH TRAP PRIMER CONNECTED TO COLD WATER SUPPLY. COMPLETELY DESCRIBE THE ITEM INVOLVED. THIS WILL BE SUBJECT TO ENGINEER'S REVIEW. OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. ALL WORK, BOTH MATERIAL AND INSTALLATION SHALL BE 4 OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM ACCEPTANCE OF WORK WHICH ARE CUSTOMARILIY PERFORMED, SHALL NOT 12 EQUAL MFR.: AMERICAN STANDARD, CRANE, ELJER. BY THE OWNER. RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR PRIMER. ALL FLOOR DRAINS TO BE A MINIMUM OF 3" DIAMETER. MIS- DESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE KOHLER HIGHCLIFF NO. K-4350 WHITE FLOOR MTD., VITREOUS CHINA, ELONGATED, 1-1/2" P72 WATER 4" 2" 1 1/4" -- 6 10 TOP SPUD, SLOAN ROYAL FLUSH VALVE NO.111-1.28, 1.28 GPF. OLSONITE 1OCC WHITE CLOSET 26 ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR. -AMERICAN 5 THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM 14 ALL UNDERGROUND PIPING EXCEPT PVC, SHALL BE WRAPPED ALL IMMEDIATELY UPON RECEIPT, AND SHALL PROMPTLY NOTIFY SPRING OVER WITH SCOTCH WRAP 2 -PLY WRAPPING OF 10 MIL. THICKNESS STANDARD, CRANE, ELJER. ALL PLUMBING VENTS WITHIN A 10'-0" RADIUS OF EXHAUST VENTS ENGINEERING, INC. OF ANY DISCREPANCIES. THE CONTRACTOR VINYL TAPE, OR COATED ALL OVER WITH LIONS SEAL COAT, SHALL BE EXTENDED TO A HEIGHT OF 2'-0" ABOVE EXHAUST SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE KOHLER HIGHCLIFF NO. K-4350 WHITE FLOOR MTD., VITREOUS CHINA, ELONGATED, 1-1/2" CROWN. LAYING OUT THE WORK, AND WILL BE RESPONSIBLE FOR ANY 15 COORDINATE WORK WITH ALL TRADES. ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. TOP SPUD, SLOAN ROYAL OPTIMA ELECTRONIC SENSOR ACTIVATED FLUSH VALVE MODEL p-2 WATER 4" 2" 1 1/4" -- 6 10 1.28 -ES -S, 1.28 GPF COMPLETE WITH 120V AC TRANSFORMER MODEL No: EL -154 CLOSET REVIEW ALL PAGES OF THE PLANS, ITEMS UNDER THEIR 29 (REQUIRES 120/1/60 ELEC. SUPPLY CONN. BY OWNER) OLSONITE 1OCC WHITE OPEN FRONT SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE 17 ALL WATER SUPPLY PIPING SHALL BE TYPE "K" FOR ALL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT. SPECIFICALLY MARKED M, E, OR P. GENERAL CONTRACTOR SHOULD UNDERGROUND PIPING AND TYPE "L" FOR PIPING ABOVE CEILING SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR.: AMERICAN STANDARD, INSURE THAT SUBCONTRACTORS REVIEW COMPLETE STES OF WITH 95.5 SOLDERED JOINTS (LEAD FREE). DRAWINGS. CRANE, ELJER. (HANDICAPPED): KOHLER K-2005 "KINGSTON" 21"x18" WALL HUNG VITREOUS CHINA LAVATORY W/ HOLES ON 4" CENTERS AND DRILLED FOR CONCEALED ARM CARRIER - MOEN FAUCET MODEL 4400 LAVATORY 1/2" 1/2" FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR - OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED P-3 2" 2" 1 1.5 SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG - WADE W-520-07 FLOOR SUPPORTED CONCEALED ARM CARRIER MOUNT RIM AT 34"A.F.F. AND INSTALL TO MEET ADA STANDARDS. COVER "P" TRAP AND EXPOSED HOT & COLD WATER SUPPLY W/PREMANUFACTURED INSULATING COVER PER SPECIFICATIONS. EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. (HANDICAPPED): KOHLER K-2005 "KINGSTON" 21"x18" WALL HUNG VITREOUS CHINA LAVATORY W/ HOLES ON 4" CENTERS AND DRILLED FOR CONCEALED ARM CARRIER - SLOAN FAUCET MODEL N0, ETF -600 ELECTRONIC SENSOR FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR - OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED LAVATORY 2" 2" 1/2" 1/2" 1 1.5 SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG - WADE W-520-07 FLOOR SUPPORTED CONCEALED ARM CARRIER MOUNT RIM AT 34"A.F.F. AND INSTALL TO MEET ADA STANDARDS. COVER "P" TRAP AND EXPOSED HOT & COLD WATER SUPPLY W/PREMANUFACTURED INSULATING COVER PER SPECIFICATIONS. EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. KOHLER K-2196-4 "PENNINGTON" 16"x11" COUNTERTOP OVALVITREOUS CHINA LAVATORY W/ P-4 LAVATORY 2" 2" 1/2" 1/2" 1 1.5 HOLES ON 4" CENTERS - MOEN FAUCET MODEL NO. 4400 FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR, OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED SUPPLIES W/WHEEL HANDLE STOPS 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. KOHLER K-2333 DEMILAV COUNTERTOP 18 3/4"x15 5/8" CAST IRON WADING POOL LAVATOR AXOR STARK 120V ELECTRONIC SENSOR - FAUCET MODEL NO. 10146001 (CHROME) OR LAVATORY 2" 2" 1/2" 1/2" 1 1 5 10145801 (OPTIK) AS SELECTED BY OWNER, FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR, OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED SUPPLIES W/WHEEL HANDLE STOPS 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFA RER'S - AMERICAN STANDARD, CRANE, ELJER. DAYTO SINGLE C IMPARTMENT COUNTERTOP SINK 33"x 19"x 6 7/16" W/ (3) 1 1/2"0 2 FAUCET L 4" CENTERS - MODEL D23319 FAUCET WITH 0.5 GPM FLOW FP --51 SINK 2" 2" 1/2" 1/2" 1 1.5 RESTRICTOR AERATOR - STRAINER - 3/8" CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. ELKAY UNDERCOUNTER MOUNT SINK MODEL ELUH, 2115 1 7/8"0 FAUCET HOLE - PROVIDE AMERICAN STANDARD FAUCET MODEL 2064.151 WITH 0.5 GPM FLOW RESTRICTOR AERATOR [F--6-1 SINK 2" 2" 1/2" 1/2" 1 1.5 - STRAINER - 3/8" CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. MOPFIAT MSB -2424 MOLDED STONE MOP BASIN W/ #302 COMBINATION DOME STRAINER & LINT P-7 SINK 3 , 2" 1/2" 1/2" 2 4 BASKET, COLOR #219 - #830 -AA CHROME PLATED SERVICE FAUCET W/ VACUUM BREAKER, INTEGRAL STOPS, WALL BRACE, PAIL HOOK, AND 3/4" HOSE THREADED ON SPOUT. SEE DETAIL 2/P4.1. ELECTRIC RUUD-PACEMAKER WATER HEATER MODEL PES -30-2, 30 GALLON STORAGE, FIBERGLASS FP 7-81 WATER __ __ __ -- INSULATION, COMB PRESS & TEMP RELIEF, OVERFLOW PAN (2) ELEMENTS @ 4500 WATTS, HEATER 240V EQUAL MANUFACTURERS - A.O. SMITH, STATE, NATIONAL, AND LOCHINVAR. WALL HUNG MULTI-LEVEL BARRIER -FREE ACCESS WATER COOLER, ONE FOUNTAIN SHALL P_9 WATER 2" 2" 1/2" -- 1 .25 BE WHEEL CHAIR ACCESSIBLE. ELKAY MODEL EBFATL-8. PROVIDE WATER COOLER WITH FOUNTAIN STAINLESS STEEL FINISHING. WATER COOLER SHALL BE FOR 120 VOLTS, SINGLE PHASE SERVICE. P-10 WALLWADE 3/4" NON -FREEZE #W-8600, BRONZE CASING W/NICKEL BRASS FACE, BACKFLOW HYDRANT -- -- -- 2.5 PREVENTER, W/ LOOSE KEY SHUT-OFF. EQUAL MANUFACTURERS - JOSAM, WOODFORD, WATTS, ZURN. WHITE VITREOUS CHINA WALL HUNG URINAL. AMERICAN STANDARD LYNBROOK No: 6601.012 1 1/4" TOP SPUD, 1.0 GPF. SLOAN OPTIMA ELECTRIC SENSOR FLUSH VALVE No: 180-1.5 FP --1-11 URINAL 2" 2" -- -- 2 -- ES -S. ZURN FLOOR CARRIER Z-1221. MOUNT © 24" ABOVE FINISHED FLOOR TO TOP FRONT RIM. FOR BARRIER FREE MOUNT © 17" A.F.F. TO TOP OF FRONT RIM. 1" CW, 2" VENT, 3" SAN. P-12 __ __ 3/4°° __ __ 2 5 POST HYDRANT - 18" ABOVE GROUND OR FINISHED SLAB 3/4" CONNECTION ZURN BIBB Z-1385-3/4" IPS. P-13 EYEWASH 1 1/4" -- 1/2" -- __ 1 EYE WASH UNIT WITH STAINLESS STEEL BOWL AND FACE SPRAY RING, BRADLEY MODEL S19-21OBF (BARRIER -FREE MODEL), P-14 UTILITY FIAT TUF-TUB MODEL SF -1-F UTILITY TUB-MOEN FAUCET MODEL 4975 FAUCET WITH 3/8" SINK 2 2" 1/2" 1/2" 2 2 CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP WITH CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. P-15 CIRC. IN-LINE HOT WATER CIRCULATION PUMP WITH BRONZE CONSTRUCTION. BELL AND GOSSETT PUMP -- -- -- -- -- -- MODEL NFB -22 SYSTEM LUBRICATED CIRCULATOR WITH 120 VOLTS, 1/12 HP MOTOR. PUMP CAPACITY SHALL BE 5 GPM AT 12 FT. HEAD. P-16 TRENCH4„ -- -_ -- -- -- SERVICE BAY TRENCH DRAIN - PERMA-TRENCH TRENCH DRAIN BY ZURN, Z-886, 6" DRAIN WIDE WITH GALVANIZED STEEL HEAVY DUTY TRAFFIC GRATE, PERFORATED. W/H FACTORY PRE -CHARGED DIAPHRAGM TYPE EXPANSION TANK FOR POTABLE WATER. P-17 EXPAN. -- -- -- -- -- -- WATTS MODEL DET -12. PROVIDE WITH WALL MOUNTING BRACKET AND INSTALL PER TANK MANUFACTURER INSTRUCTION. P-18 WATER-- KOHLER CIMARRON ELONGATED K3609 VITREOUS CHINA, 1.28 GPF, CLOSET 4 2 1/2" 6 2.5 TANK TYPE COMPLETE WITH CHURCH SOLID PLASTIC OPEN FRONT SEAT OR EQUAL. AMERICAN STANDARD, CRANE, ELJER. P-19 WATER -- -- 1" 1" -- __ LOCHINVAR MODEL JRC 002E, 2 GALLON STORAGE, 120/1/60 ELEC. SERVICE 1800 W/4 FT. HEATER POWER CHORD. PROVIDE 1 GAL. AMTROZ EXP. TANK _20 WASHER 2" 2" 3/4" 3/4" 3 2.5 SYMMONS LAUNDRY - MATE MODEL NO. W-600 OIL ZURN Z1189 ACID RESISTANT COATED INTERIOR AND EXTERIOR FABRICATED STEEL P-21 WATER 4" -- -- -- __ __ OIL/SEDIMENT INTERCEPTOR, BRONZE CLEANOUT PLUG AND VISIBLE DOUBLE WALL TRAP SEAL, SEPARATOR REMOVABLE SEDIMENT BUCKET, HORIZONTAL BAFFLE, INTERNAL VENT CONNECTION, WITH DURA -COATED HEAVY-DUTY CAST IRON GRATE. SIZE 60. SUMP ZURN HEAVY DUTY GRATE MODEL No: Z-793 DURA -COATED CAST IRON. PROVIDE (2) 12"x24" -22 GRATE -- -- - - -- GRATES, INSTALL FLUSH WITH FIN, FLOOR. PROVIDE STEEL FRAME AND ANCHOR CLIPS. PROVIDE 3 " - OPENING IN GRATE FOR 2" PIPE INSERTION. FD1 FLOOR 3" 2„ -- -- 5 -_ WADE #1103G6 COATED CAST IRON WITH 6"X6" SQUARE NIKALOY TOP (VANDAL PROOF TOP) DRAIN EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. PROVIDE DEEP SEAL TRAP WITH TRAP PRIMER FROM NEAREST SINK. HUB ZURN HEAVY DUTY GRATE MODEL No: Z-793 DURA -COATED CAST IRON. PROVIDE (2) 12"x24" FD -2 DRAIN 3" 2 -- -- 1 -- GRATES, INSTALL FLUSH WITH FIN. FLOOR. PROVIDE STEEL FRAME AND ANCHOR CLIPS. PROVIDE 3 OPENING IN GRATE FOR 2" PIPE INSERTION. WCO WALL CLEAN -- -- -- -- -- - - WADE #W-848OR, WITH BRASS PLUG AND ROUND STAINLESS STEEL SECURED ACCESS OUT COVER. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. FCO FLOOR -- -- -- -- -- -- WADE W -6000Z -X, CAST IRON W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON VANDAL CLEAN PROOF TOP WITH STAINLESS STEEL SCREWS. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. OUT SMITH, ECO EXTERIOR_ -- -- -- -- -- - WADE W -6000Z -X, CAST IRON W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON CLEAN VANDAL PROOF TOP. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. OUT TP -1 TRAP-- -- -- -- TRAP PRIMER - ZURN Z-1022 SANT-CARD. CONNECT TO CW WITH VALVE, EXTEND TPP PRIMER _- -- TO FLOOR DRAIN AS REQUIRED, 1/2" CW. LA\ F1 Sl SI 4x 1/ EC nl 1 1KADTnId- f-MKICn A 1 nlrlTC[^ 1 L%a1"1LJIIVV VLIVLI\/'•IL. IVV I LJ 1 PLUMBING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH ALL 7 PLUMBING SUBCONTRACTOR SHALL FIELD VERIFY THE EXACT 18 PROVIDE WATER HAMMER PROTECTION AT EACH FIXTURE OR GROUP APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. LOCATION AND SIZE OF ALL EXISTING AND INVERTS PRIOR TO OF SIMILAR FIXTURES. STARTING ANY WORK OR ORDERING ANY MATERIALS. 2 THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN 19 PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. AND DEFINE CONDITIONS AND SPECIFIED REQUIREMENTS, PIPE SIZES, 8 FURNISH AND INSTALL INDIVIDUAL STOP, (SHUT-OFF VALVES), AT AND MANNER OF ERECTING WORK. THE CONTRACTOR SHALL EACH FIXTURE, EXPOSED STOPS SHALL BE CHROME PLATED. 20 VERIFY AVAILABILITY OF SUFFICIENT WATER PRESSURE FOR USE REALIZE THAT THE DRAWINGS COULD NOT DELVE INTO EVERY STEP WITH FLUSH VALVES WHEN SPECIFIED. WHEN SUFFICIENT WATER SEQUENCE, OR OPERATION NECESSARY FOR THE COMPLETION OF 9 TOILET FIXTURES SHALL BE OF COLORS SELECTED BY THE OWNER. PRESSURE IS NOT AVAILABLE, SUBMIT FIXTURE SUBSTITUTES TO THE PROJECT WITHOUT DRAWING ON THE CONTRACTOR'S INGENUITY SUBMIT COLOR SELECTION CHART SO COLOR SELECTIONS CAN BE ARCHITECT FOR APPROVAL. OR EXPERIENCE. THE PLUMBING SUBCONTRACTOR PRIOR TO BIDDING MADE. MUST THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING 21 CONTRACTOR SHALL INSTALL AND MAKE ALL PLUMBING CONDITIONS AND THE PROPOSED IMPROVEMENTS, NO REQUEST FOR 10 MOUNT HANDICAPPED FIXTURES AT HEIGHTS ABOVE THE FINISHED CONNECTIONS TO OWNER FURNISHED EQUIPMENT. CHANGE IN CONTRACT PRICE WILL BE CONSIDERED FOR WORK FLOOR AS DIRECTED BY THE A.D.A., FLORIDA STATE BUILDING REQUIRED THAT COULD BE DETERMINED BY A THOROUGH CODES. PROVIDE INSULATION ON ALL HOT WATER PIPING UNDER 22 VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL INSPECTION OF THE WORK AREA AND PROPOSED IMPROVEMENTS. LAVATORIES SUBJECT TO HUMAN CONTACT. PLUMBING FIXTURES PRIOR TO ROUGH -IN. 3 FURNISH AND INSTALL ALL REQUIRED COMPONENTS INCLUDING 11 BRIGGS, DAYTON, KOHLER AND DELTA MAY BE SUBMITTED FOR 23 FURNISH CUT-OUT TEMPLATES FOR PLUMBING FIXTURES TO BE TRAPS, TAILPIECES, CARRIERS AND SUPPORTS. PROVIDE FLOOR APPROVAL BY THE ENGINEER. ALL SUBMITTED MATERIALS MUST INSTALLED IN MILLWORK TO THE GENERAL CONTRACTOR. DRAINS WITH TRAP PRIMER CONNECTED TO COLD WATER SUPPLY. COMPLETELY DESCRIBE THE ITEM INVOLVED. THIS WILL BE SUBJECT TO ENGINEER'S REVIEW. 24 ALL WORK, BOTH MATERIAL AND INSTALLATION SHALL BE 4 OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM ACCEPTANCE OF WORK WHICH ARE CUSTOMARILIY PERFORMED, SHALL NOT 12 ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP AND TRAP BY THE OWNER. RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR PRIMER. ALL FLOOR DRAINS TO BE A MINIMUM OF 3" DIAMETER. MIS- DESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE 25 ALL CHANGES SHALL BE APPROVED BY ARCHITECT. PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND 13 ALL SOIL, WASTE, AND VENT PIPING SHALL BE CAST IRON NO HUB DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. OR PVC SCHEDULE 40. 26 ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF 3'-0" BEFORE ROOF PENETRATION. 5 THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM 14 ALL UNDERGROUND PIPING EXCEPT PVC, SHALL BE WRAPPED ALL IMMEDIATELY UPON RECEIPT, AND SHALL PROMPTLY NOTIFY SPRING OVER WITH SCOTCH WRAP 2 -PLY WRAPPING OF 10 MIL. THICKNESS 27 ALL PLUMBING VENTS WITHIN A 10'-0" RADIUS OF EXHAUST VENTS ENGINEERING, INC. OF ANY DISCREPANCIES. THE CONTRACTOR VINYL TAPE, OR COATED ALL OVER WITH LIONS SEAL COAT, SHALL BE EXTENDED TO A HEIGHT OF 2'-0" ABOVE EXHAUST SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE CROWN. LAYING OUT THE WORK, AND WILL BE RESPONSIBLE FOR ANY 15 COORDINATE WORK WITH ALL TRADES. ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. 28 COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE 16 ALL HOT PIPING TO BE INSULATED IN ACCORDANCE WITH THE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. 6 SUBCONTRACTORS BIDDING THIS PROJECT SHOULD CAREFULLY FLORIDA ENERGY CODE, LATEST EDITION. REVIEW ALL PAGES OF THE PLANS, ITEMS UNDER THEIR 29 MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE 17 ALL WATER SUPPLY PIPING SHALL BE TYPE "K" FOR ALL CONNECTIONS TO ALL FIXTURES AND EQUIPMENT. SPECIFICALLY MARKED M, E, OR P. GENERAL CONTRACTOR SHOULD UNDERGROUND PIPING AND TYPE "L" FOR PIPING ABOVE CEILING INSURE THAT SUBCONTRACTORS REVIEW COMPLETE STES OF WITH 95.5 SOLDERED JOINTS (LEAD FREE). DRAWINGS. LAVATORY SUPPORT DETAIL NOT TO SCALE WADE W-2400 TRAP PRIMER OR EQUAL FLOOR DRAIN CONCEAL PIPING AND/OR 1/2"CW (MIN.) IN WALL FLOOR SINK 1/2" CW Lu '**I- DEEP SEAL "P" TRAP WITH TRAP PRIMER CONNECTION NOTE: PROVIDE TRAP PRIMER FOR DRAINS AS REQUIRED PER LOCAL REQUIREMENTS. TRAP PRIMER DETAIL NOT TO SCALE -7Crl I' AI r1Tl /1AIATrn e-rnA n A-rf-%n / JV VP•IL. V1L7 VVh I L_ F\ JLr"hr\/-x I %-.1 r\ H.C. NOTES 1. ALL H.C. FIXTURES TO BE INSTALLED AS PER THE, ADA ACCESSIBILITY REQUIREMENTS, AND ANSI 117.1 2. WATER CLOSET: THE HEIGHT OF WATER CLOSETS SHALL BE 17"-19" MEASURED TO TOP OF TOILET SEAT. 3. EXPOSED PIPES AND SURFACES: HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE. SURFACES UNDER LAVATORIES. 4. MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE NO HIGHER THAN 38" FROM FLOOR AS PER CABO/ANSI 117-1992 STANDARDS. 5. DRINKING FOUNTAINS: SPOUTS SHALL BE NO HIGHER THAN 36" MEASURED FROM THE FLOOR TO THE SPOUT OUTLET FOR HC UNITS, SPOUTS SHALL BE NO HIGHER THAN 42" MEASURED FROM THE FLOOR TO THE SPOUT OUTLET FOR STANDARD UNITS. 6. TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN REACH (APPROX. 19" FROM THE FLOOR). PAPER TOWEL AND SOAP DISPENSERS, IF FORWARD REACH, MOUNT AT 48" MAX. IF SIDE REACH, MOUNT AT 54" MAXIMUM. City of Sanford Utility Department Pretreatment Section SEPARATOR DESIGN OIL & WATER SEPARATOR DETAIL (DESIGN IS NOT TO SCALE) PLAN VIEW 1:1rVlatr.IKArn1 _- I -riMISIIraPAVEMENi W 111 1.va_�:;:asr_a.- 1 { { 1!111 !F 1 24ii w ,� 24" F Y 4' SAMPL1116. �, 1 -111LET - ti%'< t �`et-�'= W."n �i;:r 1;3.•{{++�r• f?rx t �„s• OUTLET--► f''tu1a >&s "i e7. b" K11 aLN FN '�StAth%F.s&'srrkTi2�:f �rc'��i3� f" RUQBER t_19 4 Boor WFE s L1+r411C } yS•E •sin., hh �r�� �ar�f� '�- F`''�``�' >s��r�' ;�. �3�.�'r:;�•� "}'rr- � �f hT�i ' �r��„z'�-r�fi�� �a�'" as.��r9 Y�� . "3r.-,�# Rt p�`�° s'"57�.+a"'��� `I siie2 f's .�lA•..aJ"'N,;�.s�r � � � 5. . ~ tz��-r''�r�+.�.'!a'"�*..�--Y s5 t !',�.� �� �s rJ ". J J 2i3 L +'T L FORM -GROG HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT 'RITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AN ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. o cn � z Q: w w � 0 0 U w � u z w Q Q w Q 0- i Q I N 0 Wcl� N r� PLUMBING PLAN LEGEND WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW — — COLD SUPPLY WATER CW — HOT WATER RETURN HWR ECO ISOMETRIC WASTE PIPING DIAGRAM SCALE: N.T.S. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONTRACT DATE: MAY 6, 2011 CD e U P-6 SINK 3 1 3 P-- 1 P-14 SINK 2 2 4 P-8 ELECTRIC WATER HEATER Q CN P-9 WATER FOUNTAIN 2 0.25 1 P-11 URINAL 2 4 8 P-20 LAUNDRY BOX 1 3 3 FP-- 2 --ll OIL WATER SEPARATOR 2 3 6 FF—D ---1-1 FLOOR DRAIN 5 2 10 STD TRENCH DRAIN 2 1 2 P-22 SUMP GRATE 1 2 2 TOTAL DRAINAGE FIXTURE UNITS (DFU's) 102 W d- THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONTRACT DATE: MAY 6, 2011 ISOMETRIC WASTE PIPING DIAGRAM CD e U Lu Lo e® W (ry V L U cy) � O U I Z Q CN ui C� z `1 cn LLI Z <>_7 ED O O = ago ` 6.0 g -� C� 0 %� �D � � 0 o o Z = Z Q= Q LL- W d- O n Ad I k ISOMETRIC WASTE PIPING DIAGRAM P-10 �'V o �f i i � o a „ G� COFFEE P-19 3 P 2" INCOMING CW LINE FROM \ 314'4W 1 IV C CITY UTILITY (174 SFU's) PROVIDE MAIN 2" / t4 SHUT-OFF VALVE FF -4 I P-15 \ I \ IN RISER i P-17 0 3N� MEETING/BREAK H W v \ / \ \I DEALER \\ R ROOM e/ TOILET z P-18 (\ cwR i I P-12 0 0 0 P-13 \ Fp---47A WOMEN 1'N/2>C f TP -1 0 P 9� � W W I o TOILET W FP P -3A I \ \ P -2A \ i P -2A 1 _ 0 3/4" TO SUSPENDED o PLUMBING CONTRACTOR IS -11 ` ��` I HOSE REEL (TYP) P-12 i RESPONSIBLE FOR LOW , VOLTAGE WIRING FOR ALL MENS FP G o AUTO/SENSORE VALVES TOILET 1 1/ P -1A P 3A i ''Gw 0 2'J P -1A 1/ P-1 P-10 SERVICE BAYS c<1 P-12 i FP _-6 [P--_1 9 1'' � d. I \ 3/4" DOWN TO o o I o 2N SERVICE BAY CABINET (TYP) I SERVICE DRIVE I FP --12-1 c(I P-15 P-10 o / / -17 TP -1 P-14 PLUMBING PLAN LEGEND ITEM WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW COLD SUPPLY WATER CW HOT WATER RETURN HWR SUPPLY FIXTURE UNIT CALCULATION ITEM FIXTURE TYPE QUANTITY F. U. (EACH) TOTAL F. U. P-1 WATER CLOSET 9 10 90 P-2 FP_7 8-1 WATER CLOSET 1 2.5 2.5 P-3 LAVATORY 6 1.5 9 P-4 LAVATORY 3 1.5 4.5 P-5 P-6 SINK 3 1.5 4.5 P-� P-1 4 SINK 2 4 8 P-8 ELECTRIC WATER HEATER P-19 P_g WATER FOUNTAIN 2 0.25 1 P-10 P-12 HOSE BIBB 13 3 39 P-11 I URINAL 2 5 10 P _-1 3-1 EYE WASH 2 1 2 FP--- _20 1 WASHER BOX 1 2.5 2.5 TOTAL SUPPLY FIXTURE UNITS (SFU's) 174 ISOMETRIC WATER PIPING RISER DIAGRAM N.T.S. FP-- 70 P-12 P-13 t/ 1/2', 17f_ v TP -1 / i o P-20 a WZ \ P-12 „Gw 1 W. TECH o I 3/ llGw LOCKER �V�R „Gw P-1 o I , COFFEE TECH BREAK ROOM \\\ o \\ TP -1 \ / i I P-3 TP -1 4� M. TECH o P-1 LOCKER 4"GW m FHIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, -OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT NRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21-1 1 KEY PAD O.H.D. ENTRY S-2 0 o WP (L-2�WP P 0 WP V _ H1 ------- M M 3 ----- - � N NP 2 FV Lj = — -1- — — L=36— — — r- - -1 \' T-75 20 r -_h I H1-44,46,48 I uiw T-75 Oil 0 $ r RA ORVFR O Cart -A .10) (! -=' H1-32,34,36 --------------- - HOUSPIN - r7 STARTER BY VENDOR FV - C4 C`'- CONCRETE PADS A.F.F. (TYP. OF 2) + �T (#10 `S1.2-105 !— n moo: o❑ - S-9,11 MAP MHS - LV I TL RE S1.3 +4' �p +`� -:_r_' 1 + TL IGN JUNCTION - - ® ��� ~ _�T `_ o lJ (#10) BOX (TYP) o; Cart S-13 J I r - - BELL Trash "! r VIA LCP IG IIG LV FV #10 L-59 7 L-4 Oil L-3 r Cart (S 19) L-47 { 4C C L 49 +c, ' (#10) �Y J L,.,.. r L-7 L-45 o S-21,230 ! a \ +4!I K IG �i 4,„ ,� L-25 _ \ I IG IG m + \ +45„ TIL ❑ - ,R - °—� - S-27,29 €( --11c0 r / 2 \ L-43 Car- S-25 L-39 \ �+ I I Trash I I ° I I I 011 — H-8,19,12 (#10) {-+ _ Car+ S -31I icy o S-33,35El I RTU -3 IG I I TL I I L-13 R +45" TL ❑ +4t" (#10) rt, S-3%4 x,35 ' �'. i' ❑I � ra (#10 I ) ` C9 j I n Cart S-37 L-33 Trash a L-31 r , �-r ( Trash I I � c ° I El L-29 �� 1 G (� IG Cart (#10) r I FELL 1\\ 5-43i \ .N.\-�-�-\ Imo, I S-1,7 ! -n PAIN ED TELEPHONE PANEL 4'Hx +4 —I -' x 1/2" THK. CDX. PLYWD. T, S-45,47 NI�ERED ON WALL AS SHOWN. L-37 0 ❑i VERIFY SIZE AND LOCATION W/ DATA( COMMUNICATIONS VENDOR. ❑ 11 (#10) TU -2-2 (#10) L-15 6.5K H#� L-17 -- L-71 (#10) L-27 ° 2 TU -2-3 ° (#10) � L 11 IG [3 7.5KW L-19 (#8) A ) _ _ J � I • (#10) I H2-36 - o.01� M ' 7I\1\\Y = R-33,35,3 - -_ 2 J a D r' y ' '. ° �° O - IG� I 16 _ MW 2 DUPL�X REC YTAgLES e 10) T I G - r� \ 1 �7� '� i ABOVE CEI1-11-o - UTO L-10 r LOCATE HORZ, p _ _ _) FLUSH/FLOW POW tG Q� —LUMBER IS RESPSIBLE FOR IN WALL BASE 5 5K 1 LOW VOLTAGE RING FOR �1 N ❑ I � _ G 33 \ L6T0/SENSOR VAL�/FS. IG - --- IG �i H1-1,3,5 �(#10) IIGJ L- r�32 L-23 H2-31,33,35 RTU -2 15KW r --� H1-13,15,17 (#10) I i\ i l Z H1-2,4,6 I L 2 I i ��i j I � r�i I! VIA LCP I y I (#10) ��� ^ L-20 \ 0 I L-21 lul ISI #10 L-61 - I � C RTU -1 F] I WP (#10) L-18 FV v- POWER PLAN Z X13 SCALE: 1/8"=1'-0" y FV MHS MAP TO L-20 COI IFV IM I � u� I I I I I I I I I S= 3 PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 18" A.F.F. -49)!>t LJ � / P �\9 (#10) h \ (#10) \�� r dr L-3� L-30 m FV v- POWER PLAN Z X13 SCALE: 1/8"=1'-0" y FV MHS MAP TO L-20 COI IFV IM \ (#10) (#10) (#10) (#10) < IG TIL a=te L 6 L-16 L-68,70 L-72 f\ (#10) T i- F' O L-14 + mF + y< o o< Q C g (#10) (#10) TL a' H1-32,34,36 O L-22 X ° (#10)- f +4 S-67,69,71 kk1 r jll 0 0 ---------------------------------J CO IMP . 44" A.F.F. _e ` rT (S S= 3 PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 18" A.F.F. -49)!>t S \ s�=14' IN FLUSH IN CEILING /SURFACE CEILING WHERE IS NOT FINISH CEILING. zo S 75 03 BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). 5„ DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. 0 S -51,53-"- S-79 I TL S-77 + 15., ,F +41� H : : j2 , J (2) 2" EC W/ PULL WIRE FOR CATV SERVICE. COORDINATE TERMINATION INTERRUPTING DEVICE MOUNTED 44" A.F.F. C _ 5„ uA r + 51 45"' TL - PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. WP TL ,r S-57,59 TELEPHONE OUTLET PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND DATA/ TELEPHONE OUTLET LI01 m �I SHOP DRAWINGS OF EQUIPMENT. 4 �II I Cart (#10) "• -4 L-12 3 'r-'--�S-55 Trash ' MD MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. FV TRAPEZE MOUNTED TRANSFORMER. I a ®ate I� I II I TV OUTLET. 3g° pil HI -25,27,29 ! c S-18 Curt (#10) S-61 i` RTU -9 $M \\ — — rl�t CEILING MTD DUAL TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE r _------� WALL MTD INFRARED TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE FV + i !-- (#10) Ali# #10 Uspal ® FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION 0 ° S-63,65 - \ (#10) (#10) (#10) (#10) < IG TIL a=te L 6 L-16 L-68,70 L-72 f\ (#10) T i- F' O L-14 + mF + y< o o< Q C g (#10) (#10) TL a' H1-32,34,36 O L-22 X ° (#10)- f +4 S-67,69,71 kk1 r jll 0 0 ---------------------------------J 1 1 H 1-20,22,24 RTU -8 / I (#10) S-24 Cnl-1 'I II 3di5 ui� (#10) TL +� S-26 -a I �S �(#10) + S-30,32 i H2.2-91,93,95 I — (#10) �ap0 ! S-34 �•, 1!0 1 WP Fp p� (#10) (#10) S-36 :aDO S-28 i S-38,40 5" o TL +45" G C, TL +46'X S-44,46 (#10) S-42� .) �S-70,72 8,50 vI P R i (#10) �a I�- �_ S-74 1!0 (#10) - _A EF 5 1 j CTEoo¢E f s#78 so S1-76 MWP XR X �C T +4 5" r 1Aq 77 RTU - WP WP -- o I I (#10) L-38 I I i WP -- 0 I I I (#10) L-40 O F--- O i I I I I I I -- o (#10) I L-42 I I (#10) L-44 O / (#10) S-54 o) / (#10) 3-84,86 I �A 3% VD, 209' I_ — S_60 — J 2 C d C 1 I H1-19,21,23 RTU -7 LOW ' VOLTAGE / CONTROL WIRE ar�,. / L-24 � 10) E „r aJ;-t134 2 ---------------- -------------- - '3 I , I IE t/0 w_p__o� I I 1 I r IG FU (#10)( (#10) L-26 L-28 FV --------0- 0 1 ---- 3 -0 0 ------------------o- I O �- o ------------------0- 0 -- o FV MHS %m WP / WP 10 1-14,16,18 P�r /TL S- 06 Q ✓N S-10ENV 8 FV (#10) - r= S-87,89 I HI -50(52,54 t- (#8) T ` S-82 L6 -20P _ i d 0 t RL�F9,51 5 I A (#8) S -103 y ! S-84,86 S-93 - (#10) (#8) IRRIGATION TL G S-101 S-62 CONTROLLER 5,. d l-. - + - 3% VD o 0' C-QooQr415„ ur S-91 TL + 5- Fj" I�� ° S1-106 S-94,96 L� 5--97)99 L -z � o ° L6 -20R o 0 0 ° o o° n S-9 as \ o S-98 0 \\ d- FV \ 1 1 i S-100 ;aaO N �T (#8) EF -5 .,f 11 S-102,104 + 5" - a MWP � G � I � +45 +45' dur H1-31,33,35 � '�"-" TL S1-108 \ (% S-90,92 3% VD, 233' (#g) (#g) (#g) �, II EF -2 (#8) }�pO S-68 S-66 S-64 S-88 3% VD, 233' 11 0 \� \� cp cu5��pr''� oP�C q0' 10, �4 V cp '11 d 01,50 < jN� p^c5 •i QA NOTE ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD, PiVk FAN SCHEDULE – BIG ASS FAN MODEL NUMBER PFX16 POWERFOIL XTM 16 FT TYPE OF FAN CEILING TYPE OF FOIL POWERFUL XTM MOTOR 1.5HP VRIABLE SPEED, 460V FOIL LENGTH 63 INCHES WEIGHT 338 LBS. MAX. AIR DISPLACEMENT 162,831 CFM @_ MAX SPEED MAX. SPEED 63 RPM MAX. AMP 2.8 @ 480V NOTES: A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 ) & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING. B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W/ WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR. F. CONTACT BIS ASS FANS @ 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS. MINIMUM FAN PLACEMENT REQUIREMENTS: 1. BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. 2. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION. ELE RI Al F_ CT C SYMBOLS LEGEND CO ABOVE COUNTER DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES MAS 120V HOME RUN 44" A.F.F. _e SIMPLEX RECEPTACLE 120V. 30 AMPERE RATING MOUNTED 48" A.F.F. (UNLESS MHS NOTED OTHERWISE). PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 18" A.F.F. N i -- S \ s�=14' IN FLUSH IN CEILING /SURFACE CEILING WHERE IS NOT FINISH CEILING. zo t S1.2 106, II 03 BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). 5„ DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. 0 I K ® TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). S -6,8,10L_, IG DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. CO. H : : j2 , J (2) 2" EC W/ PULL WIRE FOR CATV SERVICE. COORDINATE TERMINATION INTERRUPTING DEVICE MOUNTED 44" A.F.F. C 5„ uA r + 51 DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). IG PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. WP TL I TELEPHONE OUTLET PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND DATA/ TELEPHONE OUTLET LI01 COMBINATION MOTOR STARTER DISCONNECT. SIZE PER MOTOR FURNISHED. VERIFY PER �I SHOP DRAWINGS OF EQUIPMENT. 4 / ) O NAME PLATE, MOUNT 48" A.F.F. ELECTRICAL FRACTIONAL HORSE POWER (HP) MOTOR. SEE MECHANICAL DRAWINGS. S-12,14,16 (NUMBER INDICATES HP). MD MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. u TRAPEZE MOUNTED TRANSFORMER. I J -BOX T�V TV OUTLET. POWER PANEL - MOUNT 6'-6" A.F.F. TO TOP HI -25,27,29 ! c S-18 II 3 RTU -9 $M \\ O CEILING MTD DUAL TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE r _------� WALL MTD INFRARED TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE FV EQUIPMENT CONNECTION. FIELD VERIFY TYPE AND LOCATION WITH SHOP i !-- TL #10 Uspal ® FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. S-20 rap011 X ® L !� PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. DATA/ TELEPHONE OUTLET FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. (#10) C S-33 Ali eL S-22,24 o 5" 1 1 H 1-20,22,24 RTU -8 / I (#10) S-24 Cnl-1 'I II 3di5 ui� (#10) TL +� S-26 -a I �S �(#10) + S-30,32 i H2.2-91,93,95 I — (#10) �ap0 ! S-34 �•, 1!0 1 WP Fp p� (#10) (#10) S-36 :aDO S-28 i S-38,40 5" o TL +45" G C, TL +46'X S-44,46 (#10) S-42� .) �S-70,72 8,50 vI P R i (#10) �a I�- �_ S-74 1!0 (#10) - _A EF 5 1 j CTEoo¢E f s#78 so S1-76 MWP XR X �C T +4 5" r 1Aq 77 RTU - WP WP -- o I I (#10) L-38 I I i WP -- 0 I I I (#10) L-40 O F--- O i I I I I I I -- o (#10) I L-42 I I (#10) L-44 O / (#10) S-54 o) / (#10) 3-84,86 I �A 3% VD, 209' I_ — S_60 — J 2 C d C 1 I H1-19,21,23 RTU -7 LOW ' VOLTAGE / CONTROL WIRE ar�,. / L-24 � 10) E „r aJ;-t134 2 ---------------- -------------- - '3 I , I IE t/0 w_p__o� I I 1 I r IG FU (#10)( (#10) L-26 L-28 FV --------0- 0 1 ---- 3 -0 0 ------------------o- I O �- o ------------------0- 0 -- o FV MHS %m WP / WP 10 1-14,16,18 P�r /TL S- 06 Q ✓N S-10ENV 8 FV (#10) - r= S-87,89 I HI -50(52,54 t- (#8) T ` S-82 L6 -20P _ i d 0 t RL�F9,51 5 I A (#8) S -103 y ! S-84,86 S-93 - (#10) (#8) IRRIGATION TL G S-101 S-62 CONTROLLER 5,. d l-. - + - 3% VD o 0' C-QooQr415„ ur S-91 TL + 5- Fj" I�� ° S1-106 S-94,96 L� 5--97)99 L -z � o ° L6 -20R o 0 0 ° o o° n S-9 as \ o S-98 0 \\ d- FV \ 1 1 i S-100 ;aaO N �T (#8) EF -5 .,f 11 S-102,104 + 5" - a MWP � G � I � +45 +45' dur H1-31,33,35 � '�"-" TL S1-108 \ (% S-90,92 3% VD, 233' (#g) (#g) (#g) �, II EF -2 (#8) }�pO S-68 S-66 S-64 S-88 3% VD, 233' 11 0 \� \� cp cu5��pr''� oP�C q0' 10, �4 V cp '11 d 01,50 < jN� p^c5 •i QA NOTE ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD, PiVk FAN SCHEDULE – BIG ASS FAN MODEL NUMBER PFX16 POWERFOIL XTM 16 FT TYPE OF FAN CEILING TYPE OF FOIL POWERFUL XTM MOTOR 1.5HP VRIABLE SPEED, 460V FOIL LENGTH 63 INCHES WEIGHT 338 LBS. MAX. AIR DISPLACEMENT 162,831 CFM @_ MAX SPEED MAX. SPEED 63 RPM MAX. AMP 2.8 @ 480V NOTES: A. VERIFY EXTENSION TUBE LENGTH (2'-0" FOR PFX-16 ) & MOUNTING BRACKET W/ MANUFACTURER PRIOR TO ORDERING. B. SUPPLY W/ POWERFOIL AIRFOILS & WINGLETS. C. SUPPLY W/ WALL MOUNTED CONTROL PAD FULLY INTEGRATED W/ THE ONBOARD CONTROL. D. SUPPLY W/ C -FACED MOTOR & HERMETICALLY SEALED GEARBOX. E. SUPPLY W/ FACTORY INSTALLATION & CORRESPONDING 10 -YEAR, NON -PRORATED PARTS WARRANTY & 1 YEAR FULL LABOR. F. CONTACT BIS ASS FANS @ 877-244-3267 FOR PRICING INFORMATION & FACTORY INSTALLATION SCOPE OF WORKS. MINIMUM FAN PLACEMENT REQUIREMENTS: 1. BOTTOM OF FAN SHOULD BE AT LEAST 10'-0" A.F.F. 2. FAN SHOULD BE AT LEAST 2'-0" AWAY, IN ANY DIRECTION, FROM ANY POSSIBLE OBSTRUCTION. ELE RI Al F_ CT C SYMBOLS LEGEND CO ABOVE COUNTER DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES MAS 120V HOME RUN 44" A.F.F. _e SIMPLEX RECEPTACLE 120V. 30 AMPERE RATING MOUNTED 48" A.F.F. (UNLESS MHS NOTED OTHERWISE). PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED 18" A.F.F. �C CEILING MOUNTED DUPLEX RECEPTACLE 120V. 20 AMPERE RATING MOUNTED IN FLUSH IN CEILING /SURFACE CEILING WHERE IS NOT FINISH CEILING. zo TWO DUPLEX RECEPTACLES 120V. 20 AMPERE RATING MOUNTED IN TWO GANG 03 BOX 18" A.F.F. (UNLESS NOTED OTHERWISE). DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). ® TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). W/ PULL WIRE FOR TELEPHONE SERVICE. COORDINATE DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT INTERRUPTING DEVICE MOUNTED 44" A.F.F. CO. TWO DUPLEX RECEPTACLE 120V. 20 AMPERE RATING WITH GROUND FAULT (2) 2" EC W/ PULL WIRE FOR CATV SERVICE. COORDINATE TERMINATION INTERRUPTING DEVICE MOUNTED 44" A.F.F. SIMPLEX RECEPTACLE 120V, 20 AMPERE RATING WITH GROUND . FAULT INTERRUPTING DEVICE MOUNTED 18" A.F.F. (UNLESS NOTED OTHERWISE). IG PROVIDE ISOLATED GROUND FOR THIS RECEPTACLE CIRCUIT. WP PROVIDE WEATHERPROOF LOCKABLE COVER FOR THIS RECEPTACLE. ® TELEPHONE OUTLET PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND DATA/ TELEPHONE OUTLET LI01 COMBINATION MOTOR STARTER DISCONNECT. SIZE PER MOTOR FURNISHED. VERIFY PER �I SHOP DRAWINGS OF EQUIPMENT. LN DISCONNECT SWITCH WITH RATING, SEE PANEL SCHEDULE VERIFY W/ EQUIPMENT O NAME PLATE, MOUNT 48" A.F.F. ELECTRICAL FRACTIONAL HORSE POWER (HP) MOTOR. SEE MECHANICAL DRAWINGS. F (NUMBER INDICATES HP). MD MOTORIZED DAMPER - COORDINATE WITH MECHANICAL. �T TRAPEZE MOUNTED TRANSFORMER. UJ J -BOX T�V TV OUTLET. POWER PANEL - MOUNT 6'-6" A.F.F. TO TOP TELEPHONE TERMINAL BOARD. 1/2" DEEP x 4' HIGH, WIDTH AS SHOWN. T® SINGLE POLE SWITCH, 120V. 20 AMP RATING. MH @ 48" A.F.F. 3 3 -WAY SWITCH, 120 V. 20 AMP RATING. MH ® 48" A.F.F. $M MOTOR RATED SWITCH 120 V O CEILING MTD DUAL TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE $0 WALL MTD INFRARED TECHNOLOGY OCCUPANCY SENSOR LINE VOLTAGE ® EQUIPMENT CONNECTION. FIELD VERIFY TYPE AND LOCATION WITH SHOP DRAWINGS. PROVIDE DISCONNECTS AS REQUIRED. TL PROVIDE 30 AMP 2 POLE TWISTLOCK MOUNTED PER DETAIL A.F.F. ® FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. ® LIFT OUTLET - 30 AMP TWIST LOCK MTD, PER ELEVATION. ® TWO DUPLEX RECEPTACLES FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. DATA/ TELEPHONE OUTLET FLOOR MOUNTED IN ROUND BOX WITH BRASS COVER PLATE - FIELD VERIFY LOCATION WITH ARCHITECT. —KEY NOTES CO O E.C. TO PROVIDE CONDUIT FROM SYSTEM DEVICES MAS 120V HOME RUN FLAMMABLE VAPOR SENSOR MAP SHALL BE FROM MAP. MHS O2 PROVIDE DISCONNECTS PER SHOP DRAWINGS. COORDINATE WITH SHOP DRAWINGS PRIOR TO ROUGH -IN AND CONNECTION. STARTERS FURNISHED IN CONTROL PANEL WITH EQUIPMENT. 03 MAKE POWER AND CONTROL CONNECTIONS TO ELECTRIC OPERATED OVERHEAD DOOR. FIELD COORDINATE WITH EQUIPMENT SHOP DRAWINGS. ® MOUNT UTLETS HIDDEN BEHIND WATER COOLER. b57(2�4" W/ PULL WIRE FOR TELEPHONE SERVICE. COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH TELEPHONE CO. © (2) 2" EC W/ PULL WIRE FOR CATV SERVICE. COORDINATE TERMINATION POINT AND INSTALLATION REQUIREMENTS WITH CATV CO. 7� EXHAUST FAN REMOTE VIA MOTOR STARTER CONTROL WITH HAND ON / OFF / AUTO SWITCH. LABEL SWITCH AS "GENERAL EXHAUST FANS" U8 PROVIDE 1/4"X2"X6" CU GROUND ELECTRODE BAR - BOND TO GROUND ELECTRODE WITH #4/0 CU, BOND EACH TRANSFORMER TO THE GROUND BAR PER 250.30 AND EACH H PANEL TO THE GROUND BAR WITH #1/0 CU. O UNDERCOUNTER HOT WATER HEATER. FUME MONITOR/ALARM LEGEND CO CARBON MONOXIDE SENSOR FV FLAMMABLE VAPOR SENSOR MAP MONITOR ALARM PANEL (5-0" A.F.F. TO TOP) INTERLOCK TO OPERATE EXHAUST FANS & MOTORIZED INTAKE DAMPERS. MHS FUME MONITOR HORN STROBE ALARM (6'-0" A.F.F. TO TOP) =i HONEYW LL FUMEIMONITOR/ALARM DEVICES _ 'FLAMMABLE VAPOR CARBON MONOXIDE AND NITROGEN DIOXIDE M(NI ORND W �AARNING SYSTE (1ST LEVEL ALARM - STROBE & VENT FANS - 2ND LEVEL ALARM - HORN.) (3) CONTROLLER WITH NET CARD CONTROLLER WITH CONTROL RELAYS (MAP) (3) RELAY MODULE (*) INDOOR STROBE ALARM MTD 80" AFF TO TOP (MHS) (*) CO REMOTE SENSOR MTD. 48" +/- 12" AFF (CO) (*) FLAMMABLE VAPOR SENSOR �ctt9U * PER PLAN. CONNECT TO OPERATE EXHAUST FANS AT ALL ALARM LEVELS. PROVIDE TIME DELAY OFF CONTROL RELAY. CONTACT WALTER GOLDING (813) 622-7000 (wgolding@processatt,com) DEVICE MOUNTING HEIGHTS MHS 6'-8" A.F.F. MAP 5'-0" A.F.F. CO 4'-0" A.F.F. (+/- 12") FV 0'-12" BELOW ROOF FIN. FLOOR —NEW CAR DELIVERY TO MAP CO MHS MAP FV FICE CONNECT TO OPEN GARAGE DOORS ON ALARM DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF NG ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, IED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT TEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE JECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 PANEL: L1.1 CIRCUIT BREAKER TYPE 120/208V 3PH 4W 88 61 79 54 78 77 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K PANEL: S1.1 SECTION 1 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX. MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. MFG CATALOG NUMBER LOAD - AMPS PHASE PHASE LOAD LOAD - AMPS AMPS CKT CKT CKT DESCRIPTION T P A B C a b c A B C P T DESCRIPTION CKT 1 (R) 113 20 1 12 X 56 X - - 2 20 (R) EXT/PREP 1 20 (R) ELEC RM 2 3 (R) 113 20 1 BLDG SIGN 6 1 3 X 1 20 1 12 4 1 20 (R) 142 4 5 (R) 114 20 1 20 X 12 NC 2 X (R) LIFT 6 9 1 20 (R) 136 6 7 (R) 106 20 1 9 20 SPARE X 1 - 6 1 (R) 1 20 (R) 147 8 9 (R) 107 20 1 6 1 9 1 20 X 10 11 6 30 1 20 (R) 147 10 11 (R) 108 20 1 3 1 9 (R) 12 X - - 12 1 20 (R) WAIT 12 13 (R) 109 20 1 12 30 (R) LIFT X 15 (R) 10 1 SPARE 1 20 (R) CAFE 14 15 (R) 111 20 1 - 3 16 17 X 30 2 10 19 1 1 20 (R) CAFE 16 17 (R) DEALER 20 1 (R) LIFT 18 12 - - X NC 5 9 1 20 (R) LOBBY 18 19 (R) DEALER 20 1 9 21 (R) X 1 80 3 1 SPARE 1 20 (R) LOBBY CLG 20 21 (R) REC 20 1 23 6 30 2 X 1 NC 12 - 1 20 (R) 123 22 23 (R) WAIT 20 1 - - 12 NC X X X 76 6 1 20 (R) 137 24 25 (R) 134 20 1 9 1 X X 15 2 6 89 6 1 20 (R) 123 26 27 (R) WOMEN 20 1 2 9 90 NC X 3/8" ALL THREAD ROC X 9 3 1 20 (R) 122 28 29 (R) ALCOVE 20 1 NC 1 3 X WALL MT./PENDANT X 20 PINNACLE 9 1 20 (R) 121 30 31 (R) ALCOVE 20 1 10 X X X 20 NC 9 - - 1 20 (R) 120 32 33 (R) 144 20 1 6 9 20 X X 3 1 9 (R) 1 20 (R) 124 34 35 (R) 144 20 1 X 7 9 41 460V X 30 (R) LIFT 6 1 20 142 CHID 36 37 (R) 144 20 1 9 43 NC X - - 6 40 41 1 20 WET PREP 38 39 (R) 145 20 1 X 12 10 1 X (R) WASH 42 6 (R) 1 20 DRY PREP 40 41 (R) 145 20 1 108 PINNACLE 10 30 (R) DRY X 45 (R) LIFT 6 1 20 DRY PREP 42 43 (R) 145 20 1 9 - - X 46 47 6 - - 1 20 DRY PREP 44 45 (R) 118 20 1 2 9 EWH 48 X (R) 20 6 3 1 20 SPARE 46 47 (R) 118 20 1 - - 9 51 (R) LIFT30 X 2 4 6 1 20 SPARE 48 49 (R) 112 20 1 9 52 100 X 27 6 NC 1 20 SPARE 50 51 (R) 115 20 1 54 1 12 102 X 27 6 - 1 20 SPARE 52 53 (R) SPARE 20 1 NC 9 1 104 X 27 6 1 20 SPARE 54 88 61 79 54 78 77 FEED FROM TRANSFORMER 75 KVA, <10K AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K PANEL: S1.1 SECTION 1 LOAD BALANCE A 142 AMPS B 139 AMPS C 156 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W IG TO TERMINATE AT PANEL GROUND BUS MAXIMUM AMPS AMPS CONNECTED 156 MAX. MOTOR, LIGHTS 25% 6 CALC. LOAD 162 * SUBFEED LUGS FOR FUTURE SECTION. 18 17 6 50 36 1 48 FEED FROM TRANSFORMER 75 KVA, <1 OK AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K PANEL: S1.2 SECTION 2 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALC. LOAD 72 MFG CATALOG NUMBER LOAD - AMPS AMPS PHASE PHASE LOAD - AMPS AMPS AMPS CKT CKT DESCRIPTION T P A B I C a b e A B C P T DESCRIPTION JCKT 1 (R) 20 1 3 1 3 X 56 9 - - 1 20 (R) EXT/PREP 2 3 (R) LIFT 30 2 (R) LIFT NC 2 BLDG SIGN X 1 3 X 1 20 (R) 4 5 - - - 59 - NC - 20 X NC NC 2 30 (R) LIFT 6 7 (R) 1G 20 1 6 61 (R) X 1 NC 20 SPARE - - - 8 9 (R) 20 1 (R) 141 3 63 (R) LIFT X 2 6 1 NC 1 20 (R) 1G 10 11 (R) LIFT 30 2 20 (R) 138 NC 65 - X - 3 1 20 (R) 12 13 - - - NC 20 (R) 138 X 67 NC 20 1 1 2 30 (R) LIFT 14 15 (R) 20 1 SPARE 3 1 (R) 138 X 69 NC 30 - - - 16 17 (R) LIFT 30 2 1 3 19 NC 20 (R) X 71 3 1 20 1 (R) LIFT 18 19 - - - NC 5 20 X 30 NC 72 73 2 30 (R) 20 21 (R) 20 1 80 3 1 SPARE X - NC 74 - - - 22 23 (R) LIFT 30 2 X 1 NC 6 - X 1 20 1 6 1 20 (R) 129 24 25 - - - NC X X X 76 6 1 20 1 20 (R) 129 26 27 (R) 1G 20 1 X 3 15 2 X 89 6 2 1 20 (R) 129 28 29 (R) LIFT 30 2 6 90 NC X 3/8" ALL THREAD ROC X NC 3 1 20 (R) 30 31 - - - NC 1 6 X WALL MT./PENDANT NC 20 PINNACLE 2 30 (R) LIFT 32 33 (R) 20 1 1 5 X X X 20 NC NC - - - 34 35 (R) 1G 20 1 20 2 6 15 20 X X 3 1 20 (R) 36 37 (R) 20 1 3 - - X 7 NC 41 460V 2 30 (R) LIFT 38 39 (R) LIFT 30 2 91 NC 30 1 X 43 NC X - - - 40 41 - - - 92 93 NC 30 1 X 8 10 1 20 (R) WASH 42 43 (R) 20 1 3 94 95 X 30 18 108 PINNACLE 2 30 (R) DRY 44 45 (R) LIFT 30 2 30 NC 96 97 X 20 18 10 - - - 46 47 - - - - - NC 98 99 X - 17 2 30 EWH 48 49 (R) 20 1 3 1 20 X 100 17 GB TOOL RM 20 - - - 50 51 (R) LIFT30 X 2 4 NC 2 30 X 102 3 GB TOOL RM 1 20 (R) 130 52 100 X 27 NC NC - - X 1 3 1 20 1 (R) 130 1G 54 18 17 6 50 36 1 48 FEED FROM TRANSFORMER 75 KVA, <1 OK AFC MAIN CIRCUIT BKR 250 A / 3P MOUNTING SURFACE AIC 10K PANEL: S1.2 SECTION 2 LOAD BALANCE A 68 AMPS B 67 AMPS C 54 AMPS CIRCUIT BREAKER TYPE 120/208V 3PH 4W MAXIMUM AMPS AMPS CONNECTED 68 MAX. MOTOR 25% 4 CALC. LOAD 72 FEED FROM SECTION 1 SUBFEED LUGS FOR FUTURE MOUNTING SURFACE _AIC 10K 51 1 51 1 47 22 34 19 LOAD BALANCE A 73 AMPS B 85 AMPS C 63 AMPS MAXIMUM AMPS AMPS CONNECTED 85 MAX. MOTOR 25% 4 CALC. LOAD 89 PANEL: L1.2 SECTION 2 CIRCUIT BREAKER TYPE 120/208V 3PH 4W MFG CATALOG NUMBER LOAD - AMPS PHASE PHASE LOAD LOAD - AMPS AMPS CKT DESCRIPTION CKT DESCRIPTION T_T P A B C a b e A B C P T DESCRIPTION CKT 55 (R) 20 1 3 GATE NW 56 X - - 6 6 (L) SERVICE DRIVE 1 20 TIRE 56 57 (R) LIFT 30 2 BLDG SIGN NC 1 (L) SHOP X 5 X 6 6 1 1 20 TIRE 58 59 - - - 20 X NC 7 1 X SPARE 62 6 1 20 CHARGERS 60 61 (R) 20 1 3 20 SPARE X 65 SPARE 12 CLG. RECESSED X 1 20 (R) 141 62 63 (R) LIFT 30 2 67 NC 20 2 X 14 X 10 X 1 20 (R) 138 64 65 - - - 6 -X NC 277 12 X - COFFEE 10 1 20 (R) 138 66 67 (R) 20 1 1 3 1 20 X 72 ,7 10 20 SPARE 1 30 (R) 138 68 69 15 30 2 74 NC X 68 X 1 SPARE 1 3 19 1 20 (R) 70 71 77 - - 277 2 NC 20 X XNC 21 5 20 2 30 (R) LIFT 72 73 (R) 143 20 1 6 20 - X 23 80 NC 1 SPARE - - - 74 75 (R) 143 20 1 15 6 83 2 X 1 74 6 - 1 1 20 1 (R) 1 G 76 77 (R) 143 20 1 27 62 6 1 X X 3,000K 76 3 1 20 (R) 78 79 (R) 143 20 1 6 1 X X 15 2 NC 89 78 2 30 (R) LIFT 80 81 (R) 143 20 1 62 6 90 91 X 3/8" ALL THREAD ROC FLOURESCENT HIGH NC 20 - - - 82 83 SPARE 20 1 P-1T5HO-4-WH-277-CC-LC, 1 6 WALL MT./PENDANT X 20 PINNACLE NC 2 30 (R) LIFT 84 85 SPARE 20 1 6 X X X 20 Y NC 96 97 - - - 86 87 TIRE CHANGER 20 2 7 15 20 98 X 39 x 1.25 3 - 1 20 (R) 88 89 - - - 101 7 15 41 460V X 3 X NC 2 30 (R) LIFT 90 91 BL TOOL RM 30 1 8 43 X X SP1 6098-100E 115 NC X 104 - - - 92 93 BL TOOL RM 30 1 ' 8 PINNACLE P-01299-1 X 107 X 3 12' CONT. FLUORESCENT 1 20 40 94 95 OTC BL TOOL RM 30 1 108 PINNACLE 8 8 LF 277 X X 8' CONT. FLUORESCENT NC 2 30 (R) LIFT 96 97 WHL BAL TOOL RM 20 2 10 SP1668001 X X 25W SELF PENDANT 8' MIN NC 3 - - - 98 99 - - - 96 10 277 WITH UNIT X NAVILITE 4 3 53 1 20 (R) 100 101 GB TOOL RM 20 1 X 98 6 X X 4 NC 2 30 (R) LIFT 102 103 GB TOOL RM 20 1 6 100 X 27 NC 3 - - - 104 105 SPARE 20 1 NC 6 102 X 27 6 - 1 20 1/4 HP EF -5 106 107 SPARE 1 20 1 1 1 NC 6 1 104 1X1 27 6 1 1 20 1/4 HP EF -3 108 FEED FROM SECTION 1 SUBFEED LUGS FOR FUTURE MOUNTING SURFACE _AIC 10K 51 1 51 1 47 22 34 19 LOAD BALANCE A 73 AMPS B 85 AMPS C 63 AMPS MAXIMUM AMPS AMPS CONNECTED 85 MAX. MOTOR 25% 4 CALC. LOAD 89 PANEL: L1.2 SECTION 2 CIRCUIT BREAKER TYPE 120/208V 3PH 4W SECTION 1 MOUNTING SURFACE AIC 10K 28 28 26 24 24 27 LOAD BALANCE A 52 AMPS B 52 AMPS C 53 AMPS MAXIMUM AMPS AMPS CONNECTED 53 MAX. MOTOR, LIGHTS 25% 4 CALC. LOAD 57 CIRCUIT BREA R TYPE 48 3P 4 PANEL: H2.1 SECTION 1 (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL MFG CATALOG NUMBER LOAD - AMPS - PHASE DESCRIPTION LOAD - AMPS LOAD - AMPS CKT DESCRIPTION T P A B C a b c A B C P T DESCRIPTION CKT 55 MONUMENT SIGN 20 2 6 1 X 6 (L) 1 20 GATE NW 56 57 - - - 6 (L) SERVICE DRIVE X 1 6 1 20 GATE SE 58 59 1 BLDG SIGN 20 1 (L) SHOP 6 5 X 20 6 1 20 GATE MAIN 60 61 BLDG SIGN 20 1 6 20 X 6 7 1 20 SPARE 62 63 SITE SIGN 20 1 6 - X 20 6 1 20 SPARE 64 65 SPARE 14 CLG. RECESSED X 6 RTU -4 X 1 15 1 20 UC EWH 66 67 EWH 20 2 16 14 X 12 X 2 20 COFFEE 68 12 13 (L) NEW CAR DELIVERY 20 6 -X 65 277 12 - - COFFEE 70 71 CU -1/ AC -1 20 1 1 (L) OFFICES 14 1 X 14 6 1 20 UC BEV COOL 72 ,7 1 20 SPARE 16 17 X 20 1 15 JUNO 14 74 75 X 68 12 1 20 SPARE X 19 277 20 1 COMPACT FLOOR ESCENT ELECTRONIC 76 77 X 15 277 2 1 20 X 20 21 5 20 78 79 SURFACE EDGELIT 15 RTU -7 X X X 1 20 - 22 23 80 81 1 SPARE - 2 15 X X X 1 20 15 82 83 2 20 1 74 75 - X 20 - 23 1 84 85 26 27 62 20 1 X 20 3,000K 76 X 80 86 87 20 RTU -9 28 29 62 X 1 X 15 2 88 89 78 1 20 30 30 31 X 20 1 62 90 91 (4) 54W T5 3/8" ALL THREAD ROC FLOURESCENT HIGH 1 20 X 32 33 HO 3,000K 20 1 92 93 P-1T5HO-4-WH-277-CC-LC, 62 X WALL MT./PENDANT X 20 PINNACLE 34 35 82 94 95 FIELD AIM 15 - WP 432 EWF RS277 ETB, X X 1 20 Y 36 96 97 15 - 5 85 2-2HP X - 7 1 20 98 99 39 x 1.25 - - 3,00O0O K X TROFFER 86 X - 3 100 101 7 40 41 460V - 3 X PROTECTED PHILLIPS 5 HIGH BAY 36 102 103 1 20 100W RAR 38 MH 42 43 X JUNO SP1 6098-100E 115 277 X 104 105 G - NOT USED - 90 X 45 ' HH12 PINNACLE P-01299-1 106 107 X X 12' CONT. FLUORESCENT 30 TU 2 - 2 6.5 KW 40 41 46 47 92 93 108 SECTION 1 MOUNTING SURFACE AIC 10K 28 28 26 24 24 27 LOAD BALANCE A 52 AMPS B 52 AMPS C 53 AMPS MAXIMUM AMPS AMPS CONNECTED 53 MAX. MOTOR, LIGHTS 25% 4 CALC. LOAD 57 CIRCUIT BREA R TYPE 48 3P 4 PANEL: H2.1 SECTION 1 (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL 47 47 47 140 40 40 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC - 23KA) LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 PANEL: H2.2 SECTION 2 CIRCUIT BREAKER TYPE 480 3PH 4W (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL MFG CATALOG NUMBER LOAD - AMPS - PHASE DESCRIPTION PHASE AD - A LOAD - AMPS CKT DESCRIPTION T P A B C a b e A B C P T DESCRIPTION CKT 1 (L) SERVICE DRIVE 20 1 14 55 (L) X 20 14 15 1 20 (L) SHOP 2 3 (L) SERVICE DRIVE 20 1 - 14 (L) SITE LIGHTING 56 X 277 14 1 20 (L) SHOP 4 5 (L) LOUNGES 20 1 - 15 14 2 - X 58 14 1 20 (L) SHOP 6 7 (L) ENTRY 20 1 14 - X X 6 14 - 1 20 (L) SHOP 8 9 (L) SALES 20 1 15 14 CLG. RECESSED X X RTU -4 14 1 20 (L) DETAIL 10 11 (L) SALES 20 1 SITE LIGHTING 20 14 CLG. RECESSED 15 X - 14 1 20 (L) TOOL / BR 12 13 (L) NEW CAR DELIVERY 20 1 14 65 277 X - 12 41 1 20 (L) SHOP WALL 14 15 (L) OFFICES 20 1 2 14 - 66 X (L) 12 1 20 SPARE 16 17 SPARE 20 1 15 JUNO 14 - 20 X 68 12 1 20 SPARE 18 19 277 20 1 COMPACT FLOOR ESCENT ELECTRONIC X DANALITE X 15 277 2 1 20 70 20 21 5 20 1 WALL SURFACE SURFACE EDGELIT 15 RTU -7 X X 62 1 20 - 22 23 72 20 1 SPARE - 2 15 ELATE X X 1 20 15 24 25 2 20 1 74 75 - X 20 - 23 1 20 (2) 32W T8 26 27 62 20 1 - 20 3,000K 76 X 80 1 45 KW HT 1 20 RTU -9 28 29 62 20 1 X 15 2 - X 78 1 20 30 30 31 PENDANT TO MEZ 20 1 62 X (4) 54W T5 3/8" ALL THREAD ROC FLOURESCENT HIGH 1 20 80 32 33 HO 3,000K 20 1 3 P-1T5HO-4-WH-277-CC-LC, 62 X WALL MT./PENDANT 1 20 PINNACLE 34 35 82 83 1 FIELD AIM 15 - WP 432 EWF RS277 ETB, X (4) 32W T8 1 20 Y 36 37 BIG ASS FAN 15 - 5 85 2-2HP X - 7 1 20 X 38 39 x 1.25 - - 3,00O0O K 5 TROFFER 86 X - 3 1 20 7 40 41 460V - 3 277 PROTECTED PHILLIPS 5 HIGH BAY 36 X 88 1 20 100W RAR 38 MH 42 43 FF2 JUNO SP1 6098-100E 115 277 X CLG. RECESSED LOW BAY G - NOT USED - 90 44 45 ' HH12 PINNACLE P-01299-1 12 LF 277 X X 12' CONT. FLUORESCENT 30 TU 2 - 2 6.5 KW 40 41 46 47 92 93 HH8 PINNACLE P-00899-1 8 LF 277 (4) 54W T5 / 8 LF X 8' CONT. FLUORESCENT X 30 TU 2 - 3 7.5 KW 48 49 SERVICE - H.S. O.H.D. 15 WALL WASH, SEE P 94 95 SP1668001 X 120 25W SELF PENDANT 8' MIN OPAL GLASS 3 50 51 44 BALLASTED AFF CYLINDER EM JUNO 96 X 277 WITH UNIT WALL SURFACE \ 8' NAVILITE 4 52 53 X SERVICE - H.S. O.H.D. 46 MIN AFF THERMOPLASTIC - 3 X 98 99 X 54 47 47 47 140 40 40 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC - 23KA) LOAD BALANCE A 87 AMPS B 87 AMPS C 87 AMPS TOTAL CALCULATED AMPS MAX 87 25% MAX MOTOR 1 TOTAL CALCULATED LOAD 88 PANEL: H2.2 SECTION 2 CIRCUIT BREAKER TYPE 480 3PH 4W (L) LIGHTING AMPS x 1.25 NETWORK LIGHTING CONTROL PANEL 60 60 60 1� 60 60 60 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC. AMPS 120 TOTAL CALCULATED LOAD 120 LUMINAIRE SCHEDULE NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flopiccolo0junolightin ggroup.com) TYPE MFG CATALOG NUMBER WATTS LOAD - AMPS DESCRIPTION PHASE - LOAD - AMPS 39W RAR 30 CKT 6" DOWN! LIGHT WITH CKT DESCRIPTION T P A B C a b c A B C P T DESCRIPTION CKT 55 (L) SITE LIGHTING 20 - 15 CANOPY MTD. X 15 FLOOD 3,000K TRACK HEAD - 20 (L) SITE LIGHTING 56 57 277 - - 2 X 15 34 X - - 15 H8 2 - - 58 59 (L) SITE LIGHTING 20 - X 15 34 - X - 6 15 - 20 (L) SITE LIGHTING 60 61 J - - 2 15 4,100K CLG. RECESSED X - RTU -4 15 9 7.5T 2 - - 62 63 (L) SITE LIGHTING 20 - CLG. RECESSED 15 - - X 10 11 15 - 1 - 20 (L) SITE LIGHTING 64 65 277 - - 2 41 - 15 30 KW HT 12 X RTU -5 60 15 2 - - 66 67 (L) SITE LIGHTING 20 - 15 - LIFT STATION X 15 2'x2' FLOURESCENT 15 JUNO SP1 4332-01 - 20 (L) SITE LIGHTING 68 69 R - - 2 277 15 CLG. RECESSED COMPACT FLOOR ESCENT ELECTRONIC X DANALITE SP2 1800 -48 -25 -W -RE 15 277 2 - - 70 71 NXESB(PLANS)GAA 5 20 - WALL SURFACE SURFACE EDGELIT 15 RTU -7 80 X 62 15 - 20 72 73 SPARE - 2 15 ELATE SP2 1541 -LS -WH X 277 3,000K 15 FLOURESCENT 2 - SPARE 74 75 - 6-7/8" DOWN LIGHT 20 - 23 15 - (2) 32W T8 X STRIP SC 62 15 SP1 4450-01-8 - 20 3,000K 76 77 80 1 45 KW HT - 2 RTU -9 80 15 62 X X 15 2 - STRIP FLOURESCENT 78 79X SP1 4450-01-4 30 277 3,000K PENDANT TO MEZ W/ WIRE GUARD 62 X (4) 54W T5 3/8" ALL THREAD ROC FLOURESCENT HIGH W4 ACCULITE 80 81 277 HO 3,000K PENDANT 12' A.F.F. BAY 3 P-1T5HO-4-WH-277-CC-LC, 62 X WALL MT./PENDANT ASSYMETRI ADJ X PINNACLE (PH WHERE NO WALL) 54 82 83 9'-6" AFF. FIELD AIM 15 - WP 432 EWF RS277 ETB, (4) 32W T8 X Y ACCULITE P-AL8-P, P -LC -SS 120 277 3,000K 84 85 2-2HP - - 7 (3) U X Z JUNO SP1 4787 96 277 3,00O0O K CLG. RECESSED TROFFER 86 8 - 3 10OW ED17/ 7 RECESSED FF1 JUNO X 115 277 PROTECTED PHILLIPS CLG. RECESSED HIGH BAY 36 37 88 89 - 100W RAR 38 MH RECESSED FF2 JUNO SP1 6098-100E 115 277 X CLG. RECESSED LOW BAY G - NOT USED - 90 91' - HH12 PINNACLE P-01299-1 12 LF 277 X SURFACE ON TOP OF 12' CONT. FLUORESCENT 30 TU 2 - 2 6.5 KW 40 41 - 92 93 HH8 PINNACLE P-00899-1 8 LF 277 (4) 54W T5 / 8 LF SURFACE ON TOP OF 8' CONT. FLUORESCENT X 30 TU 2 - 3 7.5 KW 42 43 SERVICE - H.S. O.H.D. 15 WALL WASH, SEE P 94 95 SP1668001 25W SELF 120 25W SELF PENDANT 8' MIN OPAL GLASS 3 - X 44 BALLASTED AFF CYLINDER EM JUNO 96 _ 277 WITH UNIT WALL SURFACE \ 8' NAVILITE 4 - X SERVICE - H.S. O.H.D. 46 MIN AFF THERMOPLASTIC - 3 98 99 X 4 - 15 2+ HP X 49 AIR COMP. 60 - NC 100 101 27 3 - AIR COMP 50 51 X - - NC 102 103 27 - - 20 HP 52 X STAND BY -1 3 NC I 104 105 27 - 60 - 54 X 106 107 X 108 60 60 60 1� 60 60 60 FEED FROM PMT 200 AMP MAIN LUGS ONLY MOUNTING SURFACE - NEMA 1 SERIES RATED 35 K A/C MINIMUM (AFC 23 KA) LOAD BALANCE A 120 AMPS B 120 AMPS C 120 AMPS TOTAL CALCULATED AMPS CONNECTED 120 25% MAX MOTOR CALC. AMPS 120 TOTAL CALCULATED LOAD 120 LUMINAIRE SCHEDULE NOTE: FACTORY INSTALLED WITH REMOTE TEST EMERGENCY BATTERY BACK-UP INDICATED BY SOLID DONUT, DOT OR TRIANGLE ON SYMBOL. THIS PROJECT HAS AN OWNER DEVELOPED LUMINAIRE CRITERIA -CONTACT PHIL LOPICCOLO FOR SALES SUPPORT (631)271-2626(flopiccolo0junolightin ggroup.com) TYPE MFG CATALOG NUMBER WATTS VOLTAGE LAMPS MOUNTING DESCRIPTION LOAD - AMPS 39W RAR 30 CKT 6" DOWN! LIGHT WITH A INDY SP2 1535 -39E -SAT SF 45 277 SPOT 3,000K CLGRECESSED . SQUARE TRIM B JUNO SP2 1092 -39E -CS -WH 45 277 W RAR 30 FLOOD 4,100K CLG. RECESSED 6" DOWN LIGHT W/ ROUND TRIM C JUNG SP1 4850-01 45 277 39W RAR 30 SURFACE CLG. MTD. CANOPY MTD. 34 3 FLOOD 3,000K TRACK HEAD TRACK HEAD D JUNO SP1 4321-01 108 277 2-54W T5 HO 3,000K CLG. RECESSED WALL WASH LENGTH/PLAN X 34 - - FLOURESCENT STRIP H8 JUNO SP1 7266 -432 -8 -REM 120 277 (4) 32W T8 4,100K CLG. SURFACE MTD. W/ REMOTE X 34 - ELECTRONIC BALLAST - 6 7 RTU -3 40 50W ED17 MH 31 8 MH DOWN LIGHT J JUNO SP2 1795-5DE 55 277 4,100K CLG. RECESSED W/ ROUND TRIM - RTU -4 8 9 7.5T (4) 28W T5 - FLOURESCENT 1x8 K INDY SP1 4327-01 115 277 4,100K CLG. RECESSED W/ MWA DIFFUSER - - 12.5T 10 11 70W MH RAR 38 - 1 MH SPREAD LENS N ELATE SP2 1539 -P38 -05 -WH 75 277 FLOOD 3,000K CLG. RECESSED WALL WASH 41 - 60 30 KW HT 12 (4) 32W RTU -5 60 P JUNO SP18794-01-8 120 277 3,000K SURFACECLG BOX FLUORESCENT STRIP 3 - LIFT STATION (2) 40W BIAX 15 2'x2' FLOURESCENT Q JUNO SP1 4332-01 80 277 3,000K CLG. RECESSED DIRECT/INDIRECT R JUNO SP2 1796 -32 -05 -WH 32 277 32W 4 PIN 3,000K CLG. RECESSED COMPACT FLOOR ESCENT ELECTRONIC S DANALITE SP2 1800 -48 -25 -W -RE 25- 277 25W T6 3,000K DISPLAY CASE DISPLAY CASE PER PLAN EX JUNO NXESB(PLANS)GAA 5 277 WITH UNIT WALL SURFACE SURFACE EDGELIT 19 RTU -7 80 - 62 RECESSED\8' MIN AFF W/BATTERY 62 (2) 32W PLT - COMPACT U ELATE SP2 1541 -LS -WH 60 277 3,000K CLG. RECESSED FLOURESCENT X 1 62 - 6-7/8" DOWN LIGHT 12.5T 22 23 45 KW HT - (2) 32W T8 3" ALLV8 STRIP SC 62 JUNO SP1 4450-01-8 60 277 3,000K RODBP NDANTRTO MEDZ W/ WIRE RE GUARD 80 1 45 KW HT 24 25 RTU -9 80 TBD A.F.F. 62 X (1) 32W T8 STRIP FLOURESCENT V4 JUNO SP1 4450-01-4 30 277 3,000K PENDANT TO MEZ W/ WIRE GUARD 62 X (4) 54W T5 3/8" ALL THREAD ROC FLOURESCENT HIGH W4 ACCULITE SP1 8400-454UP24WS 216 277 HO 3,000K PENDANT 12' A.F.F. BAY 3 P-1T5HO-4-WH-277-CC-LC, 62 WALL MT./PENDANT ASSYMETRI ADJ X PINNACLE (PH WHERE NO WALL) 54 277 (1) 54W T5 9'-6" AFF. FIELD AIM 15 - WP 432 EWF RS277 ETB, (4) 32W T8 8 LONG TANDEM WP Y ACCULITE P-AL8-P, P -LC -SS 120 277 3,000K 0' PENDANT 1A.F.F. FLOURESCENT 2-2HP - - 7 (3) U 2'x2' Z JUNO SP1 4787 96 277 3,00O0O K CLG. RECESSED TROFFER 35 - 3 10OW ED17/ 7 RECESSED FF1 JUNO SP1 6097-100E 115 277 PROTECTED PHILLIPS CLG. RECESSED HIGH BAY 36 37 TU -1-1 25 - 100W RAR 38 MH RECESSED FF2 JUNO SP1 6098-100E 115 277 FLOOD 4,100K CLG. RECESSED LOW BAY G - NOT USED - - - - HH12 PINNACLE P-01299-1 12 LF 277 (6) 54W T5 / 12 LF SURFACE ON TOP OF 12' CONT. FLUORESCENT 30 TU 2 - 2 6.5 KW 40 41 - CLG. WALL WASH, SEE PLAN HH8 PINNACLE P-00899-1 8 LF 277 (4) 54W T5 / 8 LF SURFACE ON TOP OF 8' CONT. FLUORESCENT 1 30 TU 2 - 3 7.5 KW 42 43 SERVICE - H.S. O.H.D. 15 WALL WASH, SEE P YY JUNG SP1668001 25W SELF 120 25W SELF PENDANT 8' MIN OPAL GLASS 3 - BALLASTED 44 BALLASTED AFF CYLINDER EM JUNO N2WH _ 277 WITH UNIT WALL SURFACE \ 8' NAVILITE 4 - - SERVICE - H.S. O.H.D. 46 MIN AFF THERMOPLASTIC CIRCUIT BREAKER TYPE 480 3PH 4W PANEL: H1 263 263 263- 221 224 228 FEED FROM TRANSFORMER 600 AMP MAIN CB - NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED SPD SF CB MOUNT LOAD BALANCE A 484 AMPS B 487 AMPS C 491 AMPS AXIMUM AMPS AMPS CONNECTS 491 LOAD - AMPS CALC. LOAD PHASE TOTAL CALCULATED LOAD LOAD - AMPS CKT DESCRIPTION T P A B C a b c A B C P T DESCRIPTION JCKT 1 RTU -1 35 - 30 X 34 3 - RTU -2 2 3 12.5T - - 30 X 34 - - 15T 4 5 - 3 30 X 34 - 40 - 6 7 RTU -3 40 - 31 X 41 3 - RTU -4 8 9 7.5T - - 31 X 41 - - 12.5T 10 11 22.5 KW HT - 1 3 1 31 1 X 1 41 - 60 30 KW HT 12 13 RTU -5 60 - 44 X 5 3 - LIFT STATION 14 15 12.5T - - 44 X 5 - - - 16 17 30 KW HT - 3 44 X 5 - 15 - 18 19 RTU -7 80 - 62 X 62 - - RTU -8 20 21 12.5T - - 62 X 1 62 - - 12.5T 22 23 45 KW HT - 3 62 X 62 - 80 1 45 KW HT 24 25 RTU -9 80 - 62 X 20 3 - RTU -6 26 27 12.5T - - 62 X 20 - - 4T 28 29 45 KW HT - 3 62 X 20 - 25 15 KW HT 30 31 EF (PURGE) 15 - 7 X 8 3 - EF CO) 32 33 2-2HP - - 7 X 8 - - 2-3HP 34 35 - 3 7 X 8 20 1 36 37 TU -1-1 25 - 18 X 20 1 30 TU 2 - 1 5.5 KW 38 39 15 KW - - 18 X 23 1 30 TU 2 - 2 6.5 KW 40 41 - 3 18 X 27 1 30 TU 2 - 3 7.5 KW 42 43 SERVICE - H.S. O.H.D. 15 - 9 X 4 3 - SERVICE - H.S. O.H.D. 44 45 6-3/4" HP - - 9 X 4 - - SERVICE - H.S. O.H.D. 46 47 - 3 9 X 4 - 15 2+ HP 48 49 AIR COMP. 60 - NC X 27 3 - AIR COMP 50 51 20 HP - - NC X 27 - - 20 HP 52 53 STAND BY -1 3 NC I X 27 - 60 - 54 263 263 263- 221 224 228 FEED FROM TRANSFORMER 600 AMP MAIN CB - NEMA 1 MOUNTING SURFACE AIC 35K FULLY RATED SPD SF CB MOUNT LOAD BALANCE A 484 AMPS B 487 AMPS C 491 AMPS AXIMUM AMPS AMPS CONNECTS 491 M X. OR 25% 7 CALC. LOAD 498 TOTAL CALCULATED LOAD 414 KVA CI Cf TnTf-A I f'`r-n1Cn A I AIr1Tr_!C L_" L_ %. 1 1\1%_f_%L VL_1 mL1\!1L IYV I LaJ 1. DO NSCALE FROM THESE DRAWINGS. 2. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 3. ELECTRICAL CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER TRADES TO ASSURE PROPER CLEARANCES FOR EQUIPMENT AND TO KEEP THE JOB PROGRESSING. 4. REFER TO MECHANICAL DRAWINGS FOR INTERLOCKING REQUIREMENTS OF MECHANICAL EQUIPMENT (MOTORS, FANS, PUMPS, ETC...). INSTALL ANY ELECTRICAL EQUIPMENT (STARTERS, RELAYS, VFD'S, ETC..) FURNISHED BY DIV. 15. 5. ALL CEILING MOUNTED ITEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE ARCHITECTURAL REFLECTIVE CEILING PLANS. IF LOCATION FOR AN ITEM IS NOT SHOWN ON THE ARCHITECTURAL REFLECTIVE CEILING PLANS, VERIFY THE EXACT LOCATION OF THE ITEM WITH THE ARCHITECT PRIOR TO INSTALLATION. THESE REQUIREMENTS APPLY TO ALL CEILING TYPES IN ALL AREAS. 6. WHERE NON-FUSED DISCONNECT IS NOT PROVIDED "WITHIN SIGHT" OF MOTOR (OR HEATER UNIT). FEEDER (AND/OR BRANCH CIRCUIT) OVER -CURRENT DEVICE SERVING SUCH MOTOR (OR HEATER) SHALL HAVE APPROVED "LOCKED -OFF" PROVISION. 7. PROVIDE WALL SWITCHES IN EACH OFFICE/AREA TO CONTROL THE LIGHT FIXTURE(S) IN EACH OFFICE/AREA. 8. REFERENCE MECHANICAL DRAWINGS FOR ALL MECHANICAL EQUIPMENT NEEDING ELECTRICAL CONNECTIONS. MAKE ALL CONNECTIONS AND PROVIDE APPROPRIATE WIRE CONDUIT AND OVERCURRENT PROTECTION FOR ALL EQUIPMENT. COORDINATE EXACT REQUIREMENTS WITH MECHANICAL CONTRACTOR. 9. PROVIDE EXIT SIGNAGE AT ALL EXITS AND AS REQUIRED. 10. PROVIDE ADEQUATE POWER IN THE FIRE ALARM SYSTEM TO OPERATE ALL LIFE SAFETY SYSTEM AND E.M.C.S. CONTROL DEVICES. 11. ALL EXTERIOR WIRING DEVICES TO BE WEATHERPROOF AND GROUND FAULT INTERRUPTING TYPE. 12. REFER TO ARCHITECTURAL FLOOR PLANS FOR DIMENSIONAL LOCATIONS OF ALL FLOOR MOUNTED ELECTRICAL DEVICES. 13. CONDUIT RUNS SHOWN ARE DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR SIZING AND LOCATING PULL BOXES PER NEC AND FOR COORDINATION WITH OTHER DISCIPLINES. 14. ALL H.I.D. AND FLUORESCENT LIGHT FIXTURES SHALL BE FURNISHED WITH INTEGRAL FUSING. 15. COORDINATE EXACT LOCATIONS OF ALL ITEMS INSTALLED ON SITE WITH CIVIL ENGINEER. 16. COORDINATE ALL LOCATIONS OF RECEPTACLES AND SYSTEMS OUTLETS WITH IN ALL CASEWORK. 17. USE No. 10 AWG CU. CONDUCTORS FOR 20 AMPERE, 277 VOLT BRANCH CIRCUITS LONGER THAN 200 FEET. 18. USE CONDUCTOR NOT SMALLER THAN NO. 10 AWG TO HOME RUN JUNCTION BOXES FOR LINE POWER RECEPTACLES. 19. USE NO. 10 AWG CONDUCTORS FOR 20 AMPERE, 120 VOLT BRANCH CIRCUITS LONGER THAN 75 FEET, OR LARGER IF NOTED. 20. ALL SITE LIGHTING POLES AND POLE BASES SHALL BE CAPABLE OF SUPPORTING THE ENTIRE WEIGHT AND WIND LOADS (WINDS OF 150 MPH) OF THE ENTIRE LIGHTING SYSTEM. SHOP DRAWINGS MUST INCLUDE DRAWINGS OF THE ENTIRE ASSEMBLY FOR EACH OF THE MOUNTING CONFIGURATIONS USED. DRAWINGS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. 21. EXIT AND EMERGENCY LIGHTS SHALL BE WIRED ON LINE SIDE OF CONTACTORS AND ANY LOCAL SWITCHES. 22. ALL CONDUITS SHALL BE ROUTED SURFACE ON STRUCTURE WITH FS OUTLET BOXES / CONCEALED IN WALL FUR OUT, ABOVE DROPPED CEILING OR UNDERGROUND (PREFERRED UNDERGROUND FOR NEW CONSTRUCTION) IN FINISHED AREAS. 23. TOGGLE SWITCHES SHALL BE MOUNTED CENTERLINE 48" A.F.F. AND 6" FROM DOOR OPENING OR CORNER, UNLESS OTHERWISE NOTED. 24. NO MORE THAN THREE CURRENT CARRYING CIRCUITS SHALL BE COMBINED IN ANY RACEWAY. 25. REFER TO THE SPECIFICATIONS AND NOTES OF THIS PROJECT FOR MORE DETAILED INSTRUCTIONS. 26. LIGHTING SCHEDULE IS FOR REFERENCE ONLY. THE CONTRACTOR SHALL SUBMIT THE TYPES AND MODEL NUMBERS TO THE ARCHITECT FOR APPROVAL BEFORE PURCHASING. 27. ALL PATTERNED DOWNLIGHT TRIMS TO BE COORDINATED TO ENSURE CONSISTENT PATTERN DIRECTION BY CONTRACTOR. 28. ALL RECESSED ADJUSTABLE DOWNLIGHTS MUST BE AIMED BY CONTRACTOR AND CLOSELY COORDINATED WITH THE DEALER FOR VEHICLE ACCENT, CUSTOMER GRAPHICS, AND DISPLAYS. 29. PROVIDE EMERGENCY BATTERY PACK LIGHTING FOR SHADED LUMINAIRES. CONNECT ON LINE SIDE OF ALL SWITCHES AND CONTACTORS. TY1 A AIf^rnn h rn TP'1 A Mr --7 r- AATo- r1 PTAT 1 1 R!-%1VJ1 VRI"1 LR 1 RHrLLL I v I I V VC I HIL NOTES: OTHREADED ROD 1/2" DIAMETER SUPPORT TO THE STRUCTURE. AS REQUIRED PROVIDE STEEL TO CONNECT TO STRUCTURE. O2 TRANSFORMER ENCLOSURE MOUNT BOTTOM SUPPORT 7'-6" A.F.F. 3O VIBRATION ELIMINATOR MINIMUM OF 4 PER TRANSFORMER. OANGLE IRON SUPPORT 3" X 3" 2 REQUIRED LENGTH TO SUIT. ONUT, LOCKNUT, BOLT AND LOCKWASHER MINIMUM OF 4 PER TRANSFORMER. 6O GROUND BUSHING WITH GROUND CONNECTOR. 7O RIGID CONDUIT O COMBINATION COUPLING O EXTERNAL COPPER BOUNDING WIRE. 10 LIQUIDTIGHT FLEXIBLE METAL CONDUIT 18" MINIMUM. 11 BASE CHANNEL HIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF >PRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, ;OPTED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT JRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANI 'ROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOG'S. ISSUE DATE: 9-21-11 lL J J LL _j LL J a v co z m y coz U v 00z p U 60z co 1 co Lo xw Cl xw Lo xw in x N (� DRAIN/CLEANOUT O o a o 0 0 ° DRAIN/CLEANOUT 0 M M ° M M AD -7 AD -2 AD -1 AD -4 • 14' ♦ i'S 14" • L 16"x12" ---------_------------- -------- 14"0 200 CFM 200 CFM 24"x12" - �� �� ,� 825 CFM 500 CFM � � 14 EXHAUST UP WALL j j /� i 14'�XHAUST UP WALL AD -1 AD -2 - — — — — — — — �� �� THROUGH ROOF TO I I i THROUR ROOF TO _ I I 425 CFM 825 CFM ' Oil \ BLOW R I i ¢ I I HT1 r �� aI BLOWER r 1 I I I i t m r }ao � 8"f3 12„� o Cart I ---- o I Ie1 iii ” r l ---- i �J -,-1- I N � o in x i 11 [�--- bo AD -1 N I I E 1 is •++� A 2 0200 CFM u_u x o, o;l I I 200 jFM AD -4 a� I I EXHAUST SYSTEM I I - J ry hi -An o ,- 24"x12" Pump o r I FLOOR D= E o s a d, until 0 AD -1 8"0 500 CFM Pump "_ a a RECEPTACLE (TYP.) 400 CFM ADA I I I I 200 CFM .° I I I I ; (r ° 12"0 I�' `I bo o I I x l x Q N x 7AD-1 a ° I i I I N FNI s j aix — `� x - : �� N _ ADi2 N Cart IN �Tj ��I }aD0 IST' I� x 200 M f 1 1 I I-� Ifo co Trash I I I I --T-T-T- I I DMSD 8"0 - - - - AD -4 I I 5000 CFM I❑I 24"x12" q 01 8"0 500 CFM � i i 1 (* r oil' I I I y C AD -2 ���ff I I 400 CFM 8110 0 Cart 1II ° TOTAL, TYP. � � r� 10 ysDa 1aD0 AD -1 CD I I 225 CFM AD -1 `I I I I / cN I I i v a x 0 o I I N / RTU -9 Itgl o 125 CFM � X r• k� 500 CFM RA NI FIFN ° AD-1ISI-moo x 225 CFM te=a I' -I TOTAL TYP. I I 8"0 AD -1 0 AD -1 N Lc) � L 150 CFM ' 150 CFM x C) O AD -1 Q Q�Q Q Lu 0 J LL 125 CFM Z QJ Z 8"0 8113 cL J O_ �- AD -9 � o X 125 CFM • Z 48" LG. oo = AD -9 W CFM/FT. o C z 600 C 325 CFM T50 200 CFM EA. ° ° TOTAL (TYP. 4) 325 CFM 1,0 -` b AD -9 x AD -1N AD -9 0048" LG. r N 00 CFM 81 CFM/FT. r1n— I TOTAL AD -9 o TYP. o4l 481' LG. 1 0 OFM/FT. AD -1 o x 325 CFM 125 CFM x TYP. AD -1 co C° 125 CFM 0 0 2" AD -9 3 8"0 325 CFM TYP TOTAL O x X N AD -9 0 0 400 CIF m TOTAL x co 12" AD -9 N X 325 CFM N x TOTAL AD -9 `- 400 CFM TOTAL x ao 12 X N AD -9 72" LG. 100 CFM/FT. AD -9 600 CFM EA. (TYP. 6) °325 00 CFM TOTAL N AD -9 400 CFIJ�- TOTAI CV X 12" �- N m lL J J LL _j LL J a v co z m y coz U v 00z p U 60z co 1 co Lo xw Cl xw Lo xw in x N (� DRAIN/CLEANOUT O o a o 0 0 ° DRAIN/CLEANOUT 0 M M ° M M AD -7 AD -2 AD -1 AD -4 • 14' ♦ i'S 14" • L 16"x12" ---------_------------- -------- 14"0 200 CFM 200 CFM 24"x12" - �� �� ,� 825 CFM 500 CFM � � 14 EXHAUST UP WALL j j /� i 14'�XHAUST UP WALL AD -1 AD -2 - — — — — — — — �� �� THROUGH ROOF TO I I i THROUR ROOF TO _ I I 425 CFM 825 CFM ' Oil \ BLOW R I i ¢ I I HT1 r �� aI BLOWER r 1 I I I i t m r }ao � 8"f3 12„� o Cart I ---- o I Ie1 iii ” r l ---- i �J -,-1- I N � o in x i 11 [�--- bo AD -1 N I I E 1 is •++� A 2 0200 CFM u_u x o, o;l I I 200 jFM AD -4 a� I I EXHAUST SYSTEM I I - J ry hi -An o ,- 24"x12" Pump o r I FLOOR D= E o s a d, until 0 AD -1 8"0 500 CFM Pump "_ a a RECEPTACLE (TYP.) 400 CFM ADA I I I I 200 CFM .° I I I I ; (r ° 12"0 I�' `I bo o I I x l x Q N x 7AD-1 a ° I i I I N FNI s j aix — `� x - : �� N _ ADi2 N Cart IN �Tj ��I }aD0 IST' I� x 200 M f 1 1 I I-� Ifo co Trash I I I I --T-T-T- I I DMSD 8"0 - - - - AD -4 I I 5000 CFM I❑I 24"x12" q 01 8"0 500 CFM � i i 1 (* r oil' I I I y C AD -2 ���ff I I 400 CFM 8110 0 Cart 1II ° TOTAL, TYP. � � r� 10 ysDa 1aD0 AD -1 CD I I 225 CFM AD -1 `I I I I / cN I I i v a x 0 o I I N / RTU -9 Itgl o 125 CFM � X r• k� 500 CFM RA NI FIFN ° AD-1ISI-moo x 225 CFM te=a I' -I TOTAL TYP. I I 8"0 0 U N Lc) � L ' 8113 x C) O AD -1 Q Q�Q Q Lu (D J LL 125 CFM Z QJ Z �_ AD -1 cL J O_ �- L n 125 CFM • Z 0 o z = AD -2 W x o C z 600 C LL °r° ADA = O n 325 CFM 1,0 8 0 AD -1N CV 125 CFMDMSD N x cV r1n— I 1 I RTU -3 8"0 o4l AD -1 AD -1 x 325 CFM 125 CFM x AD -1 co C° 125 CFM 0 0 ❑ 8"0 ►/1 o •• i � N II . 125 CFM I// s Pam P dduuianndD 4 2 "x12" Pump d o a a 0 50Q CFM °o O o 4 r� I I I I §' ' I � j� j'Ix EF. o I I_ O I I , I o cV I I - I o 6 � I , I I N I I aD I� I I �1 I �'T1�>� }� Cart lvI I Cpl I-� 1!0 N I xTrash. I I I I °- N �_I r7 �D-4 I I I i cl�v a ySDa 24"x12" IX Oil °-ti_{ I I I I i i r }aD0 500 CFM ,'�� I I v � Cart y J I I CD I I ? I O I I -I i- o 4 i i 1 N ii �.It. 0 0 I' x u = 6 ` I I N s I I kiT�TCa °x n I o rl r I I p l I c3: Lb 2 RTU -4 a I duind, x A Pam I I o duandl p r71I I= a o o a e 11 1 o DMSD 3050 CFM Pump F I I I �r-,,� o I I I I ° X 8„x8„ i �I I DMSD j j t'iI_f r o AD -1 x o`If x F �I I_ 5000 CFM o I I' x® 1 CFM �ED I I o I 1 TOTAL, P. I I I - 3-I A 4 DN. F! I I �I ISI 24"412" part I I �� `-I I � 1!0 1 00 CFM AD -2 X x 500 CFM kI`I'�P I I I I �, °x° 150 CFM 8110 8'0 AD -1 8"Q1 Tnsh a_ � � I I RTU -8 I I 0o a 200 CFMo c r7 ( - 200 FM EF 5 �1�to AD -1 Q Q a a 4500 CFM RA r II 200 CFM X 4 Trash 10"x8" 10 0��_�� I I TOTAL, TYP. AD -7 N Cart I I X 24„xJ2„ I I v �1 150 CFM Z4 x 8 0 FM I I i j 12x6 200 CFM oa I i AD -1 x o 1 I ='�'� I I X AD -9-_®- 125 CFM r Pump 001 1 I I 18 x20 D 4- x zl 1 I I I o_ AD 9 325 CFM AD -1 --� I I I I� N ❑I CN`' TOTAL '� 200 CFM T S I I I I 150 CFM r I 400 CFM co AD 0 _ I TOTAL +- AD,7 400 FM x I I - I I 12"x10" N 40"x40" ifl AD -7 x x AD -4 I I I I X 40"x40" 12” N Eo TU -2-2 5000 CFM AD -1 Co 24"xj2" I "_ x _ 2000 125 CFM r I I M I I RTr� b 3700 CFM 1000 AD -1 500 FM I I I I - I I 6.5� � 50 CFM o 100 CF ',�jl _ I I I I -- II II m c _ 1 AD -1 U ” r - �,D�- 200 CFM T N AD 6 25 CFM 810 r I 8"x8 D n Oil a��_1 _ gal 150 CFM U I II I 550 CFM 010 F r 1 1 1 1 I I AD -1 AD -1 T 6'0ia.i i f� TU1-1 I AD -1 v 100 CFM s'no n ��, Cart w I I I 1 }aD _ 25 CFM 225 CFM . V : I I I I 0 0 T I 325 CF - ° _ - �- I ( X AD -4 I i TU2 1 le AD- -2 O 10 x ❑ 8„� ' _ : _ I I I I _ I T U2-2 / 6"x6" - - 0 x I I I I e: o �° 150 CFM e 8"f3 ScTTU-2-3 325 C M NlklD y0 x8 -1 / . o O - I ip U2 3 i� 2300 � o s , := I I I I G 6 - X T X 1200 10"x ° "4`I' I I I I I1 �tt ° AD -7 AD -2 T 0"x10" 873 I', "- I I I I - x 24"x6" a L-2 N iV 7.5KW X- ;t AD -5 AD -1 c � I I I I a x 450 CFM / ,� 1100 CFM i /� I I I I 300 CFM 90 x 1 1 50 CFM 200 CFM L J N _ _ d,wnd `Q o o OA- 1300 CFM ® 34" 16” 4 8 N ��� --- Puamp o ° duan I AD 3 J ' D-1 a o o a a _ _ o�o E a �— i CFM p T d 32"x24„ 10� 1 I I I ° AD -4 I I I 14"0 � 10x10 EA DUCT r UP TO EF -1 A � c� ° al 1 I I � ,� �p o a,.�, �i i y 1 TU -1-1 50 C M 500 CFM _ _ _ _ rr _ 00 150 CFM o co '' 2500 y D °o I f o DMSD o I I I o T m � �Q EA - 1300 CFM AD IIID 15KW 18'13 12" ~ -E' }- I 1 _ I 5000 CFM _ I I I -� - J o o ° o o ° o o ° 24"x24" N — — I N I I I 150 CFM AD -1 9 YP --- AD -2 art 1 I I TOTAL, TYP. I I �aD R 4 300 CFM DMSD 32"x14" k° I I / 1 �I I I I 0 C -- TU-2-1 7 1400 CFMAD-1 AD -1 oru asDal �o 15E71CFM I I 3 0 CFM AD -1 18 0o EACH 3 0 CFM 4 0 CFM Tan I I —� I I Q I �p I 300 CFM 011 P W `'' 8"f3 5.5KW AD -1 I I RTU -7 I I co o 1 rl 3 "x12" 8„0 00 CFM 8110 8„0 1 cam ' I I ^s l I a _c n X X - �I I 00 I `2 28 CFM /N I I l r� - 1 1 4500 CFM RA I I 1 8"0 -- 10"x12" hart �s I `"I I OT� I I w ° I 28 CFM U I�' 1 118"x12" 22"x12" 22"x12" 16"x12" R r- I I o T L, T o I I }aDC U AD -1 12"x12" L___J - - - -V p, f - - a 3 I I I -I I I I l DMSD DMSD I I I N N I I l 125 CFM 8°0 RTU -1 RTU -5 8"0 8110 0 o I rl, I i i i ,., 0 F---- r � 10"0 AD 3- - 8x8 EA DUCT 8„0 0 8„0 g„0 ° "I�� I I I I ! 0 25 CFM i"NTO �FfSQ X r r =T , I I I I n- u ° f /1�/ 2 OF - N x ® I I I I A n \ D 1 zo AD 3 Pump o ; o c 50 F 100 CFM J n AD -1 AD -1 AD -1 AD -1 AD -1 AD -1 Pump =' ,e a ¢ _ dwnd r __ 40 CFM 300 CFM 300 CFM 300 CFM 300 CFM 300 CFM 6"x10' DN. 300 CFM a I I �I I d-und s- x - ------ -REF. D -- I I _ 1 1 0 AD -5 II SII 12"x10" DN. 0 ' ° P - �I I I I o I 150 7 ' ,° TO EF -2 \ - EF -21 001 1 0 o 182�t32 UP (l - 0 AD -2 I'—'I F__ � EF 2 ° - 6"x10" T T T T ON ROOF (TYP) I I - I _ I I ON ROOF (TYP.) x 450 CFM 6"x10" 6"x10" _� (8500 CFM) I I N N I �8 00 CFM) 8"0 12"x10" ADA 10 art I+iit ,aDO T 8110 8"0 AD -1 AD -1 AD -1 AD -1 g 0 AD -1 T ash I I I I 6 8"0 8"0 125 CFM 125 CFM 125 CFM 125 CFM 8"0 125 CFM 8"0 175 CFM I I I I I!0ix x N O x Oir AD 1 AD 1 40"x30" � l 40"x30" "D o 40"X30" � 40"x30" 225 CFM 225 CFM /� 4250 CFM 4250 CFM 1 1 4250 CFM (M� (M� 4250 CFM ' n �1 125 CFM 0 0 42x16 o l0 \ EXF,[j. TYP. o o TYP. 0 (0 11 0 O O 0 0 0 o n�1 0 O 0 mlo / \ I I / \ 01 = o MVAC PLAN SCALE: 1/8"=V—O" y KEY NOTES 01 INLET LOUVER SHALL BE LOW WITH BOTTOM OF LOUVER AT 8"A.F.F. DISHARGE LOUVER SHALL BE HIGH WITH A MINIMUM DISTANCE OF 10'-0" MEASURED FROM TOP OF LOW LOUVER. OBOTTOM OF DUCT OPENING SHALL BE WITHIN 12"A.F.F. QPROVIDE MATCHING BLANK OFF SECTION BETWEEN OPERABLE LINEAR AIR DEVICES, LENGTHS AS REQUIRED TO PROVIDE CONTINUOUS SLOT PATTERN. Q PROVIDE A MINIMUM OF 4'-0" OF STRAIGHT DUCT AT TERMINAL UNIT INLET, AND 4'-0" CLEARENCE ON HEATER ACCESS SIDE PER NEC. TYP. O5 DROP DUCT DOWN AND ROUTE IN CEILING CAVITY OF BRIDGE. (D DUCTWORK TO BE INSTALLED HIGH ON WALL ON SECOND FLOOR. PARTS STORAGE TO HAVE OPEN GRATE FLOOR FOR THE DROPPING OF SUPPLY AIR TO FIRST FLOOR AND RETURN AIR RISE TO RTU. O7 PROVIDE 3—WAY SUPPLY AIR PATTERN. DO NOT DIRECT SUPPLY AIR AT THERMOSTAT. (8 MOUNT AC -1 ON WALL OF TEL/DATA ROOM. ROUTE 3/4" CONDENSATE TO MOP SINK IN JAN/CLOSET. CONNECT REFRIGERANT LINES TO CU -1 ON ROOF. PROVIDE STATIC PRESSURE SENSOR 2/3 DOWNSTREAM OF MEDIUM P & V DUCT. SEE CONTROL SEQUENCE FOR FURTHER INFORMATION. 10 LOCATE RTU ZONE THERMOSTATS WHERE SHOWN. PROVIDE REMOTE SENSING OF RETURN AIR STREAM TO EACH THERMOSTAT. 11 4"0 ALUMINUM DRYER VENT UP TO ROOF CAP WITH EF -4 IN LINE BOOSTER FAN. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. CONTRACT DATE: MAY 6, 2011 HVAC PLAN DESIGNED BY: U LLI � Lc) � L ' C) O Q Q�Q Q Lu (D J LL Z LLI V) Z QJ Z �_ cL J O_ 00 L o o • Z 0 o z = W o C z D LL U) w = O n Ad I hk HVAC PLAN DESIGNED BY: a O c in n2 n310 n4A 4B 4D n4C405.n_ n (7) F_ FOOTING SCHEDULE MARK v ' \_� LJ 08'-01, �J U REINFORCING F1 24" x CONT. 37'4" 24" B.F.F. 38'-8" F2 32'-0" 100'-01, 24" B.F.F. 3 #5 CONT. #3 @ 16" TRANSV. F3 O 31.4" 8111 25'-811 24" B.F.F. .'-:' 1. .If2"=. .� F4 17'-2 1/211 51.01. 3111 24" B.F.F. 4 #5 CONT. #3 @ 16" TRANV. 25'-01, 51.0,1 24" B.F.F. 5 #5 CONT. #3 @ 16" TRANV. F6 48" CONT. b 24" B.F.F. 54 F7 :. .;..... 12-8 8 8 3'4'; ' 4 o 5-6" x 5'-6" 16" 24" B.F.F. 3. 23113`-$'' 6'-0" x 6'-0" 16" 24" B.F.F. 7 #5 EA WAY BOT. �.y3; 6'-6" x 6'-6" 16" 2' 1".S6.1 F11 2.0.7Cn. 16" 8" B.F.F. 8 #5 EA WAY BOT. F12 2'-6" x 2'-6" 12" T.O.F.F• 3 #5 EA WAY BOT. �° S-6" x S-6" 1 :3 _ ' 1 0 1 : 13T11 g._0. j 4 #5 EA WAY BOT. F14 F15 16" T.O.F.F• 4 #5 CONT. #3 @ 16" TRANSV. 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F7 4'-O" x 4'-0" 16" 24" B.F.F. 5 #5 EA WAY BOT F8 5-6" x 5'-6" 16" 24" B.F.F. 6 #5 EA WAY BOT F9 6'-0" x 6'-0" 16" 24" B.F.F. 7 #5 EA WAY BOT. F10 6'-6" x 6'-6" 16" 8" B.F.F. 7 #5 EA WAY BOT. F11 7'-0" x 7'-0" 16" 8" B.F.F. 8 #5 EA WAY BOT. F12 2'-6" x 2'-6" 12" T.O.F.F• 3 #5 EA WAY BOT. F13 S-6" x S-6" 12" T.O.F.F. 4 #5 EA WAY BOT. F14 30" x CONT. 16" T.O.F.F• 4 #5 CONT. #3 @ 16" TRANSV. F15 12" x CONT. 12" 2#5 CONT. Lvm,F16 2'-6" x 2'-6" 12" 8" A.F.F. 3#5 EA. WAY BOT. GENERAL NOTES 1. CONTRACTOR TO COORDINATE THE INSTALLATION OF ALL UNDERSLAB CONDUITS, PIPES, AND AIR LINES FOR LIFTS AND ALIGNMENT RACKS. 2. VERTICAL CONTROL JOINTS SHALL BE SPACED NOT TO EXCEED 20'-0" O.C. LOCATE JOINTS ADJACENT TO OPENINGS, WALL INTERSECTIONS, OR CHANGES IN ELEVATION. COORDINATE LOCATIONS W/ ARCHITECT. 3. REVIEW AND COORDINATE ALL UNDERSLAB WORK WITH SUB -TRADES, I.E. UNDERSLAB PLUMBING, ELECTRICAL AND MECHANICAL ITEMS. 4. ALL LINTELS ARE 12F16 -2B UNLESS NOTED OTHERWISE. 5. REFER TO FLOOR PLAN, EXTERIOR ELEVATIONS AND MECHANICAL PLANS FOR LOCATIONS OF WALL OPENINGS LOCATED ABOVE FINISHED FLOOR. 6. ALL EXPOSED CONCRETE SLAB IN THE SERVICE AREA SHALL BE INSTALLED WITH A CONCRETE HARDENER AND A POLISHED FINISH. 7. ALL CMU WALLS SHALL HAVE No. 9 HORIZONTAL JOINT REINFORCING AT EVERY 2ND COURSE (16") KEY NOTES 0 6" THK. 3,500 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINFORCED WITH 6"x6"xW2.9xW2.9 WWF ON 10 MIL VAPOR BARRIER. SLOPE CONCRETE APRON DOWN AWAY FROM BLDG. COORDINATE THE T.O. PAVEMENT ELEVATION W/THE CIVIL DRAWINGS. O2 BOLLARD, SEE DETAIL 1/S5.1. O3 4" THK, 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. W/6x6 10/10 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. 4U 6" THK. 3,500 PSI POURED CONCRETE SLAB (TROWELED FINISH), REINF. W/6x6 2.9 x 2.9 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. �5 INDICATES (1) #5 VERTICAL REINF. BAR IN 3,000 PSI CONCRETE FILLED CELLS, SPACED 48" O.C. TYPICAL FOR ALL 8" THICK C.M.U. WALLS. 6O (1) #7 VERTICAL REINF. IN 3,000 PSI CONCRETE FILLED CELLS. 7D SLOPE CONCRETE SLAB DOWN AT DOOR OPENING 3/4" TO EXTERIOR OF BUILDING, REFER TO SECTION 5/S4.0. 8D BELOW SLAB FUME EXHAUST SYSTEM , REFER TO MECHANICAL PLANS. 9O SAW -CUT CONTROL JOINT, TYPICAL. 10 IN GROUND LIFT BY EQUIPMENT SUPPLIER, COORDINATE INSTALLATION W/EQUIPMENT SUPPLIER. 11 OIL/WATER SEPARATOR DRAIN. SLOPE SLAB DOWN TO DRAIN FOR ADDITIONAL INFORMATION REFER TO PLUMBING DRAWINGS. 12 SLOPE CONCRETE FLOOR DOWN TOWARDS DRAIN. 13 6" THK. 3,000 PSI POURED CONCRETE SLAB (LIGHT BROOM FINISH), REINF. W/6x6 2.9 x 2.9 W.W.F. OVER 10 MIL. VISQUEEN VAPOR BARRIER OVER COMPACTED CLEAN FILL, POISONED TO PREVENT TERMITE INTRUSION. 14 HSS8x8x3/8" W/ 3/4"x14"x1'-2" BASE PLATE W/ (4) 3/4"0 A.B. W/ 12" EMBED (5 REQ'D) 15 HSS8x8x3/8" W/ 3/4"x14"x1'-2" BASE PLATE W/ (4) 3/4"0 A.B. W/ 12" EMBED AND 3/4"x12"x16" CAP PLATE W/ (4) 1/2" 0x6"LG HD STUDS (4 REQ'D) 16 UNDERGROUND EXHAUST SYSTEM 4 1 MIA 0 -I PILASTER/COLUMN KEY NOTES 01 12"x16" CONC. COL. W/ 8 #5 VERT, #3 TIES @ 12" 0/C. 02 12"x24" PILASTER W/ 6 #5 VERT, ALT. BLOCK COURSING. 03 12"x16" PILASTER W/ 4 #5 VERT. �4 12"x32" PILASTER W/ 8 #5 VERT. �5 12"x16" PILASTER W/ 2 #5 VERT. PILASTER/ COLUMN DETAILS 6 7 � �.. yob 0F�CE SCALE: 1 "=1'-0" THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST, 100% CONSTRUCTION DOC'S. ISSUE DATE: 9-21 -11 1 3 4A 4B 4Q 4C 5 6 7 N OTE: ENTIRE DRAWING IS PART OF REVISION 4 i THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. 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Z (D 00 -t Q (1) hI (D u N 'r, (:3 Qa � z QD Z LL it w (n - z LJJ Z Z )_< 7 ED C) z - ( -9 0 00 C) = Lr) z cy) 0 LU = 0 0 (D (2) >- � < o0oo c� 0 CL 6 ILL. c/) � z -t LLJ = 0 ro w tz 0 1 TFF', _---__ , I --- I � - STRUCTURAL ELEViTIONS STRUCTURAL ELEV-6 1ST FLOOR Af"\ 0. - ou \�p T.O. _FTG. & -2' - to== 1ST FLOOR PERMITo 0-17� -T.O. FTG. STRUCTURAL ELEV-7. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. _ Z ll� D T�z - co < I I I I I a -- PH ICONTRACT DATE: MAY 6, 201 - T- . Z (D 00 -t Q (1) hI (D u N 'r, (:3 Qa � z QD Z LL it w (n - z LJJ Z Z )_< 7 ED C) z - ( -9 0 00 C) = Lr) z cy) 0 LU = 0 0 (D (2) >- � < o0oo c� 0 CL 6 ILL. c/) � z -t LLJ = 0 ro w tz 0 1 TFF', _---__ , I --- I � - STRUCTURAL ELEViTIONS T- . 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THEY ARE TO BE USED ONLY FOR THE SITE ECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 0 cqj Z I ri D I >_ t'7' w I 1 :� t'i 6 ,,�p;� ! 0-1 N\, - I � ['--. -I r --J " 1� 11 � , I �� I ICONTRACT DATE: MAY 6, 2011 co dLu cl:� T_ Ln I- z ® I-_ (i .w co n -t r - - - ( 1--: - z (i M I-' [�, o 0 0 I z 11� lcz� C-4 r__ :� E W z z Ln I ui - Z Z >: < 71 i I L)yj :5 7- C) _j I i i (D CL -i43 0 00 z C) z= Lo 7) Lu C� T_ CD 0 0 0 �D >_(D 3: 0 6 Z I Z — = Z — 0� �< . c� . 0 C-) a - �� (.D ::) -i L1_ co ,;I - T_ O n . CONTRACT DATE: MAY 6, 2011 FEB 0 7 20-12 J CD T - Lo ®_ LQ 00 rn 0 0 aU Q uiQ z N z Q Z � J 0 � Lo u � O O O Z O = W vi Q O z � w -t 0 FEB 0 7 20-12 J 0 I N N 0 — — — — — — — — — — — — — — — — � L I I co I I � II I I I o Li 0 I I c i � I I 9 I � I K 59":_ ow -l -A, 2 S2 3 S2 � 1 S2Egan lk�l SLOPE 1/8” PER FOOT 1_ 38 00000 001 10)-027 i OPEN i i i 9 D BUILDING SECTION E BUILDING SECTION S1S1 4" = 1'-O" SCALE: 1 SCALE: 1 /4" = 1'-0" / OPEN SLOPE BOTTOM 1/8" PER FOOT 1'-5" A TRENCH DRAIN DETAIL IV. SLOPE = 1/8" PER FT. o Do B SECTION S1 SCALE: 1 /2"=1'-0" 5 TRENCH DRAIN & SUMP SECTION SCALE: 1/4" = 1'-0" 1 OPP. S2 10000000 000000000 000000000 000000000 00000000.0 00000 i OPEN 1 o f\C i "'j I CJ /O1 24" WIDE X 12" DEEP 3000 PSI POURED CONCRETE FOOTER W/ 3-#5 CONT. 02 6" THK. 3,000 PSI POURED CONCRETE SLAB W/ 6X6 2.9/2.9 WWM REINFORCING OVER 6 MIL. VISQUEEN VAPOR BARRIER OVER CLEAN, COMPACTED FILL, POISONED TO PREVENT TERMITE INTRUSION. 16" WIDE X 8" DEEP 3000 PSI POURED CONCRETE FOOTER W/ 2-#5 CONT. AT NON-BEARNG WALLS O12"W TRENCH DRAIN WITH Z717 "ZURN" 17" FRAME & GRATE SYSTEM 05 36" X 36" X 36" DEEP SUMP (CATCH BASIN) 06 3 RECLAIM TANKS REFER TO SHEET CWP1. 07 CLASS "C" DUCTILE IRON SLOTTED GRATES (-DGC) 08 U.G. PIPING - REFER TO SHEET CWP1 O8" PERMACAST HOLLOW CORE ROOF SLAB 10 BRICK SAND FILTER 0 48" O.C. 11 8" CMU NON-BEARING WALL W/ 1-#5 VERTICAL IN CONC FILLED CORE 0 64" MAX FROM FTG TO OPEINING 12 12" CMU WALL W/ 4-#5 VERTICAL IN CONC FILLED CORE FROM FOOTING TO TIE BEAM 13 28" X 52" X 24" DEEP 3000 PSI POURED CONCRETE FOOTER W/ 3-#5 LONG AND 4 - # 5 SHORT AT 12" CMU WALLS 14 Z717 "ZURN" 17" FRAME & GRATE SYSTEM - 2" X 2 1/2" X 1/4" x 80" w/ L CARBON STEEL FRAME ASSEMBLY W/ 1/4" X 3" STUDS AND COMBINATION ANCHOR TABS LEVELING DEVICES. 15 3'x3' CONCRETE SLAB AT GROUND LEVEL WITH UNDERGROUND CONDUIT RAISED THROUGH CENTER OF SLAB TO CODE BOX. REFER TO SHEET CWE1.0 FOR ADDITIONAL INFORMATION. 16 #4 0 12" 0. C. 17 #4 CONT. 18 2"x2"x1 /4" STEEL ANGLE CONT. AROUND TRENCH "J" HOOKS APPROXIMATELY EVERY 3 FEET. 19 2'x2' CONCRETE SLAB FOR BLOWER COUNTDOWN TIMER. N B S1 4 14 SLOPE _ 1 /81, PER FT. SLOPE BOTTOM 1/8" PER FOOTr. ® 2 {� �_•-__L_.__% �9. 37'-0" 3'-0„ THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 FEB 0 2012 i P-12 / f 1 1/4" 1'1/4" \(; �.J / `moi,• '`'`�.,k 1,,.'t - `�.� `,, J;/ P-12 11/2" \ J`1 / �,-` \ WATER MAIN \</ REFER TO CIVIL DWGS r ` 3/4"RPZ-BPA REQ'D ?� FOR THIS HOSEBIBB ,�' � � ,Y ,`� FOR LIFT STATION USE P 12 ., +t ' � ���.1% �� � � i tt �' ��� � �" �' � mak. •., - N '} <, t / ' HOUSE BIBB RISER TO BE SECURED ON LIGHT POLE (TYP). j rr � 1 jr, n1\1tlti<tt r fI�: 1N v 1z - P —12 ( i I O ~ 1 � m_ - 4" � I i SITE PLUMBING PLAN SCALE: 1" = 30' 0 z e——ItIr—M A 1 Ilk 1/1T 1—n VCIVCK/AL IVU 1 CJ REFER TO DRAWING P3.0 FOR PLUMBING FIXTURE SCHEDULE. o 41 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 0!�'j-� w 1 I f Q LL o v corr�� � 3 V) z O W Z O � U) UW z W 5i p O U N � � W W Q, O w � O � O Q W 2 W \ p O Cal I N I I� 9 I II I 11r �- SUPPLY WATER PIPING PLAN SCALE: 1/8"=1'-0" y P-10 ul : ij 1 I 1/2" CW �& HW DN (TYP. ) 1/2" PLUMBING PLAN LEGEND WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW — — COLD SUPPLY WATER CW — HOT WATER RETURN HWR 1, DI A i /1T r'Pr IVU I LJ ALL WATER PIPING, WASTE WATER PIPING, AND ELECTRICAL CONDUITS ARE TO BE CONCEALED WITHIN C.M.U. WALLS IN ALL AREAS WHERE C.M.U. WALLS ARE NOT FURRED OUT WITH GYPSUM BOARD. 1 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" /2" CW HW DN CW DN YP) 2 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" �on ° Al i� o I' P-3 1 /2" CW & HWoe (I /4" CW DN P -1 I _ , 2 CW 1» CW DN HW (TYP) TP -1 P-2 v P-1 c \ _ _ - - P-1 I P-3 P-5 I I no\xl m� 3 PARTIAL ENLARGED PLAN P2.0 SCALE: 1/4" = 1'-0" r THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. F 0% TION ROC'S. 9-21-11 Lu CONTRACT DATE: MAY 6, 2011 SUPPLY WATER PIPING PLAN LLJ r Lc) r I `® 0) r` cU o Lu z J `� 0 w Z Q Z ED g o J � J O �3 �✓ z = Lo o L pj r O 0 o z = w o U z Cl) LJ�- O SUPPLY WATER PIPING PLAN PLUMBING FIXTURE SCHEDULE SOIL COLD HOT WASTE WATER ITEM FIXTURE OR VENT WASTE WATER WATER FU FU (HANDICAPPED) KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MTD., 17" HIGH, VITREOUS P-1 WATER 4„ 2" 1 1/4" __ 6 10 CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL FLUSH VALVE NO.111-1.28, 1.28 CLOSET GPF. OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER STAINLESS STEEL CHECK HINGE. EQUAL MFR. -AMERICAN STANDARD, CRANE, ELJER. (HANDICAPPED) KOHLER HIGHCLIFF NO. K-4368 WHITE FLOOR MTD., 17" HIGH, VITREOUS ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL OPTIMA ELECTRONIC SENSOR P-1 WATERCHINA, 4„ 2" 1 1/4" -- 6 10 ACTIVATED FLUSH VALVE MODEL 1.28 -ES -S, 1.28 GPF COMPLETE WITH 120V AC CLOSET TRANSFORMER MODEL No: EL -154 (REQUIRES 120/1/60 ELEC. SUPPLY CONN. BY OWNER) OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR.: AMERICAN STANDARD, CRANE, ELJER. KOHLER HIGHCLIFF NO. K-4350 WHITE FLOOR MTD., VITREOUS CHINA, ELONGATED, 1-1/2" p_2 WATER 4" 2" 1 1/4" -- 6 10 TOP SPUD, SLOAN ROYAL FLUSH VALVE NO.111-1.28, 1.28 GPF. OLSONITE 1OCC WHITE CLOSET OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE. EQUAL MFR. -AMERICAN STANDARD, CRANE, ELJER. KOHLER HIGHCLIFF NO. K-4350 WHITE FLOOR MTD., VITREOUS CHINA, ELONGATED, 1-1/2" TOP SPUD, SLOAN ROYAL OPTIMA ELECTRONIC SENSOR ACTIVATED FLUSH VALVE MODEL P_2 WATER 4" 2" 1 1/4" -- 6 10 1.28 -ES -S, 1.28 GPF COMPLETE WITH 120V AC TRANSFORMER MODEL No: EL -154 CLOSET (REQUIRES 120/1/60 ELEC. SUPPLY CONN. BY OWNER) OLSONITE 1OCC WHITE OPEN FRONT SEATLESS COVER, STAINLESS STEEL CHECK HINGE, EQUAL MFR.: AMERICAN STANDARD, CRANE, ELJER. (HANDICAPPED): KOHLER K-2005 "KINGSTON" 21"x18" WALL HUNG VITREOUS CHINA LAVATORY W/ HOLES ON 4" CENTERS AND DRILLED FOR CONCEALED ARM CARRIER - MOEN FAUCET MODEL 4400 ❑� FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR - OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED P-3 LAVATORY 2" 2" 1/2" 1/2" 1 1.5 SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG - WADE W-520-07 FLOOR SUPPORTED CONCEALED ARM CARRIER MOUNT RIM AT 34"A.F.F. AND INSTALL TO MEET ADA STANDARDS. COVER "P" TRAP AND EXPOSED HOT & COLD WATER SUPPLY W/PREMANUFACTURED INSULATING COVER PER SPECIFICATIONS. EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. (HANDICAPPED): KOHLER K-2005 "KINGSTON" 21"x18" WALL HUNG VITREOUS CHINA LAVATORY W/ HOLES ON 4" CENTERS AND DRILLED FOR CONCEALED ARM CARRIER - SLOAN FAUCET MODEL NO, ETF -600 ELECTRONIC SENSOR FAUCET WITH 0.5 GPM FLOW RESTRICTOR AERATOR - OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED LAVATORY 2" 2" 1/2" 1/2" 1 1.5 SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG - WADE W-520-07 FLOOR SUPPORTED CONCEALED ARM CARRIER MOUNT RIM AT 34"A.F.F. AND INSTALL TO MEET ADA STANDARDS. COVER "P" TRAP AND EXPOSED HOT & COLD WATER SUPPLY W/PREMANUFACTURED INSULATING COVER PER SPECIFICATIONS. EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. KOHLER K-2196-4 "PENNINGTON" 16"x11" COUNTERTOP OVALVITREOUS CHINA LAVATORY W/ LAVATORY 2" 2" 1/2" 1/2" 1 1.5 HOLES ON 4" CENTERS - MOEN FAUCET MODEL NO. 4400 FAUCET WITH 0.5 GPM FLOW P-4 RESTRICTOR AERATOR, OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED SUPPLIES W/WHEEL HANDLE STOPS 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. KOHLER K-2333 DEMILAV COUNTERTOP 18 3/4"x15 5/8" CAST IRON WADING POOL LAVATOR AXOR STARK 120V ELECTRONIC SENSOR - FAUCET MODEL NO. 10146001 (CHROME) OR 10145801 (OPTIK) AS SELECTED BY OWNER, FAUCET WITH 0.5 GPM FLOW RESTRICTOR LAVATORY 2" 2" 1/2" 1/2" 1 1.5 AERATOR, OFFSET DRAIN W/ STRAINER - 3/8" CHROME PLATED SUPPLIES W/WHEEL HANDLE STOPS 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFA RER'S - AMERICAN STANDARD, CRANE, ELJER. Z2DAYTO SINGLE C MPARTMENT COUNTERTOP SINK 33% 19% 6 7/16" W/ (3) 1 1/2"0 FAUCET L 4" CENTERS - MODEL D23319 FAUCET WITH 0.5 GPM FLOW P-5 SINK 2" 2" 1/2" 1/2" 1 1.5 RESTRICTOR AERATOR - STRAINER - 3/8" CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. ELKAY UNDERCOUNTER MOUNT SINK MODEL ELUH, 2115 1 7/8"0 FAUCET HOLE - PROVIDE AMERICAN STANDARD FAUCET MODEL 2064.151 WITH 0.5 GPM FLOW RESTRICTOR AERATOR F-__61 SINK 2" 2" 1/2" 1/2" 1 1.5 - STRAINER - 3/8" CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P" TRAP W/ CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. FIAT MSB -2424 MOLDED STONE MOP BASIN W/ #302 COMBINATION DOME STRAINER & LINT P-7 MOP 3" 2" 1/2" 1/2" 2 4 BASKET, COLOR #219 - #830 -AA CHROME PLATED SERVICE FAUCET W/ VACUUM BREAKER, INTEGRAL STOPS, WALL BRACE, PAIL HOOK, AND 3/4" HOSE THREADED ON SPOUT. SEE DETAIL 2/P4.1. ELECTRIC RUUD-PACEMAKER WATER HEATER MODEL PES -30-2, 30 GALLON STORAGE, FIBERGLASS p_8 WATER __ __ __ __ __ -- INSULATION, COMB PRESS & TEMP RELIEF, OVERFLOW PAN (2) ELEMENTS @ 4500 WATTS, HEATER 240V EQUAL MANUFACTURERS - A.O. SMITH, STATE, NATIONAL, AND LOCHINVAR. WALL HUNG MULTI-LEVEL BARRIER -FREE ACCESS WATER COOLER. ONE FOUNTAIN SHALL P_9 WATER 2„ 2" 1/2" -- 1 .25 BE WHEEL CHAIR ACCESSIBLE. ELKAY MODEL EBFATL-8. PROVIDE WATER COOLER WITH FOUNTAIN STAINLESS STEEL FINISHING. WATER COOLER SHALL BE FOR 120 VOLTS, SINGLE PHASE SERVICE. NON -FREEZE #W-8600; BRONZE CASING W/NICKEL BRASS FACE, BACKFLOW P-10 WALLWADE -- 3/4" -- -- 2.5 PREVENTER, W/ LOOSE KEY SHUT-OFF. EQUAL MANUFACTURERS - JOSAM, WOODFORD, HYDRANT WATTS, ZURN. WHITE VITREOUS CHINA WALL HUNG URINAL. AMERICAN STANDARD LYNBROOK No: 6601.012 1 1/4" TOP SPUD, 1.0 GPF. SLOAN OPTIMA ELECTRIC SENSOR FLUSH VALVE No: 180-1.5 P-11 URINAL 2" 2" -- -- 2 -- ES -S. ZURN FLOOR CARRIER Z-1221. MOUNT @ 24" ABOVE FINISHED FLOOR TO TOP FRONT RIM. FOR BARRIER FREE MOUNT © 17" A.F.F. TO TOP OF FRONT RIM. 1" CW, 2" VENT, 3" SAN. P-12 HOSE -- -- „ 3/4 -- -- 2.5 POST HYDRANT - 18" ABOVE GROUND OR FINISHED SLAB 3/4" CONNECTION ZURN BIBS Z-1385-3/4" IPS. P-13 EYEWASH 1 1/4" -- 1/2" -- __ 1 EYE WASH UNIT WITH STAINLESS STEEL BOWL AND FACE SPRAY RING, BRADLEY MODEL S19-21OBF (BARRIER -FREE MODEL). TUF-TUB MODEL SF -1-F UTILITY TUB-MOEN FAUCET MODEL 4975 FAUCET WITH 3/8" P-14 UTILITYFIAT 2P? 2" 1/2" 1/2" 2 2 CHROME PLATED SUPPLIES W/ WHEEL HANDLE STOPS - 1 1/4" CHROME PLATED BRASS "P " SINK TRAP WITH CLEANOUT PLUG EQUAL MANUFACTURER'S - AMERICAN STANDARD, CRANE, ELJER. CIRC. IN-LINE HOT WATER CIRCULATION PUMP WITH BRONZE CONSTRUCTION. BELL AND GOSSETT P-15 PUMP -- -- -- -- -- -- MODEL NFB -22 SYSTEM LUBRICATED CIRCULATOR WITH 120 VOLTS, 1/12 HP MOTOR. PUMP CAPACITY SHALL BE 5 GPM AT 12 FT. HEAD. TRENCH-- SERVICE BAY TRENCH DRAIN - PERMA-TRENCH TRENCH DRAIN BY ZURN, Z-886, 6" P-16 DRAIN 4' -- -- -- -- WIDE WITH GALVANIZED STEEL HEAVY DUTY TRAFFIC GRATE, PERFORATED. W/H FACTORY PRE -CHARGED DIAPHRAGM TYPE EXPANSION TANK FOR POTABLE WATER. P-17 EXPAN. -- -- -- -- -- - - WATTS MODEL DET -12. PROVIDE WITH WALL MOUNTING BRACKET AND INSTALL PER TANK MANUFACTURER INSTRUCTION. WATER KOHLER CIMARRON ELONGATED K3609 VITREOUS CHINA, 1.28 GPF, P-18 CLOSET 4" 2" 1/2" -- 6 2.5 TANK TYPE COMPLETE WITH CHURCH SOLID PLASTIC OPEN FRONT SEAT OR EQUAL. AMERICAN STANDARD, CRANE, ELJER. P-19 P.O. -- -- 1„ 1 __ __ LOCHINVAR MODEL JRC 002E, 2 GALLON STORAGE, 120/1/60 ELEC. SERVICE 1800 W/4 FT. // R WATER POWER CHORD. PROVIDE 1 GAL. AMTROZ EXP. TANK HEATER -20 WASHER 2" 2" 3/4" 3/4" 3 2.5 SYMMONS LAUNDRY - MATE MODEL NO. W-600 BOX ZURN Z1189 ACID RESISTANT COATED INTERIOR AND EXTERIOR FABRICATED STEEL OIL -- -- -- __ __ OIL/SEDIMENT INTERCEPTOR, BRONZE CLEANOUT PLUG AND VISIBLE DOUBLE WALL TRAP SEAL, p-21 WATER 4" REMOVABLE SEDIMENT BUCKET, HORIZONTAL BAFFLE, INTERNAL VENT CONNECTION, WITH SEPARATOR DURA -COATED HEAVY-DUTY CAST IRON GRATE. SIZE 60. SUMP ZURN HEAVY DUTY GRATE MODEL No: Z-793 DURA -COATED CAST IRON. PROVIDE (2) 12"x24" -22 GRATE -- -- -- -- -- -- GRATES, INSTALL FLUSH WITH FIN. FLOOR. PROVIDE STEEL FRAME AND ANCHOR CLIPS. PROVIDE 3 OPENING IN GRATE FOR 2" PIPE INSERTION. FLOOR 3' „ 2 WADE #1103G6 COATED CAST IRON WITH 6"X6" SQUARE NIKALOY TOP (VANDAL PROOF TOP) rD1 DRAIN 5 __ EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. PROVIDE DEEP SEAL TRAP WITH TRAP PRIMER FROM NEAREST SINK. HEAVY DUTY GRATE MODEL No: Z-793 DURA -COATED CAST IRON. PROVIDE (2) 12"x24" FD -2 HUBZURN 3' 2 -- -- 1 -- GRATES, INSTALL FLUSH WITH FIN. FLOOR. PROVIDE STEEL FRAME AND ANCHOR CLIPS. DRAIN PROVIDE 3 OPENING IN GRATE FOR 2" PIPE INSERTION. WALL WADE #W -8480R, WITH BRASS PLUG AND ROUND STAINLESS STEEL SECURED ACCESS WCO CLEAN -- -- -- -- -- -- COVER. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. OUT FLOOR WADE W -6000Z -X, CAST IRON W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON VANDAL FCO CLEAN -- -- -- PROOF TOP WITH STAINLESS STEEL SCREWS. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. OUT SMITH. EXTERIOR__ WADE W -6000Z -X, CAST IRON W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON ECO CLEAN -- -- -- __ __ VANDAL PROOF TOP. EQUAL MANUFACTURERS - JOSAM, ZURN, J.R. SMITH. OUT TRAP -- -- -- -- - - TRAP PRIMER - ZURN Z-1022 SANI-CARD. CONNECT TO CW WITH VALVE, EXTEND TPP TP -1 PRIMER TO FLOOR DRAIN AS REQUIRED, 1/2" CW. Ill I IMQTKIf- r CA11=17 A I KIr1TCC u L%./I•IV11YV VLItlLI\/-1 L. IIV 1 L_ %a 1 PLUMBING SYSTEMS TO BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. 2 THESE PLANS HAVE BEEN PREPARED TO LIMIT, CONVEY, EXPLAIN AND DEFINE CONDITIONS AND SPECIFIED REQUIREMENTS, PIPE SIZES, AND MANNER OF ERECTING WORK. THE CONTRACTOR SHALL REALIZE THAT THE DRAWINGS COULD NOT DELVE INTO EVERY STEP SEQUENCE, OR OPERATION NECESSARY FOR THE COMPLETION OF THE PROJECT WITHOUT DRAWING ON THE CONTRACTOR'S INGENUITY OR EXPERIENCE. THE PLUMBING SUBCONTRACTOR PRIOR TO BIDDING MUST THOROUGHLY FAMILIARIZE THEMSELVES W/THE EXISTING CONDITIONS AND THE PROPOSED IMPROVEMENTS, NO REQUEST FOR CHANGE IN CONTRACT PRICE WILL BE CONSIDERED FOR WORK REQUIRED THAT COULD BE DETERMINED BY A THOROUGH INSPECTION OF THE WORK AREA AND PROPOSED IMPROVEMENTS. 3 FURNISH AND INSTALL ALL REQUIRED COMPONENTS INCLUDING TRAPS, TAILPIECES, CARRIERS AND SUPPORTS. PROVIDE FLOOR DRAINS WITH TRAP PRIMER CONNECTED TO COLD WATER SUPPLY. 4 OMISSIONS FROM THE DRAWINGS, SPECIFICATIONS OR THE DETAILS OF WORK WHICH ARE CUSTOMARILIY PERFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS- DESCRIBED DETAILS OF THE WORK. ALL WORK SHALL BE PERFORMED AS FULLY AND CORRECTLY AS SET FORTH AND DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS. 5 THE CONTRACTOR SHALL CHECK ALL DRAWINGS FURNISHED HIM IMMEDIATELY UPON RECEIPT, AND SHALL PROMPTLY NOTIFY SPRING ENGINEERING, INC. OF ANY DISCREPANCIES. THE CONTRACTOR SHALL COMPARE ALL DRAWINGS AND VERIFY THE FIGURES BEFORE LAYING OUT THE WORK, AND WILL BE RESPONSIBLE FOR ANY ERRORS WHICH MIGHT HAVE BEEN AVOIDED THEREBY. 6 SUBCONTRACTORS BIDDING THIS PROJECT SHOULD CAREFULLY REVIEW ALL PAGES OF THE PLANS, ITEMS UNDER THEIR SUB -TRADE MAY BE DENOTED ON SHEETS OTHER THAN THOSE SPECIFICALLY MARKED M, E, OR P. GENERAL CONTRACTOR SHOULD INSURE THAT SUBCONTRACTORS REVIEW COMPLETE STES OF DRAWINGS. WALL LAVATORY/HAND SINK FLOOR MOUNT UPRIGHT SUPPORT. SEE SPEC. SHEET P1. 4x4 WELDED BASE PLATE W/ (4) 1/2" HILTI KWIK BOLT II. OR EQUAL BY G.C. FINISH FLOOR LAVATORY SUPPORT DETAIL NOT TO SCALE 7 PLUMBING SUBCONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION AND SIZE OF ALL EXISTING AND INVERTS PRIOR TO STARTING ANY WORK OR ORDERING ANY MATERIALS. 8 FURNISH AND INSTALL INDIVIDUAL STOP, (SHUT-OFF VALVES), AT EACH FIXTURE. EXPOSED STOPS SHALL BE CHROME PLATED. 9 TOILET FIXTURES SHALL BE OF COLORS SELECTED BY THE OWNER. SUBMIT COLOR SELECTION CHART SO COLOR SELECTIONS CAN BE MADE. 10 MOUNT HANDICAPPED FIXTURES AT HEIGHTS ABOVE THE FINISHED FLOOR AS DIRECTED BY THE A.D.A., FLORIDA STATE BUILDING CODES. PROVIDE INSULATION ON ALL HOT WATER PIPING UNDER LAVATORIES SUBJECT TO HUMAN CONTACT, 11 BRIGGS, DAYTON, KOHLER AND DELTA MAY BE SUBMITTED FOR APPROVAL BY THE ENGINEER. ALL SUBMITTED MATERIALS MUST COMPLETELY DESCRIBE THE ITEM INVOLVED. THIS WILL BE SUBJECT TO ENGINEER'S REVIEW. 12 ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP AND TRAP PRIMER. ALL FLOOR DRAINS TO BE A MINIMUM OF 3" DIAMETER. 13 ALL SOIL, WASTE, AND VENT PIPING SHALL BE CAST IRON NO HUB OR PVC SCHEDULE 40. 14 ALL UNDERGROUND PIPING EXCEPT PVC, SHALL BE WRAPPED ALL OVER WITH SCOTCH WRAP 2 -PLY WRAPPING OF 10 MIL. THICKNESS VINYL TAPE, OR COATED ALL OVER WITH LIONS SEAL COAT. 15 COORDINATE WORK WITH ALL TRADES. 16 ALL HOT PIPING TO BE INSULATED IN ACCORDANCE WITH THE FLORIDA ENERGY CODE, LATEST EDITION. 17 ALL WATER SUPPLY PIPING SHALL BE TYPE "K" FOR ALL UNDERGROUND PIPING AND TYPE "L" FOR PIPING ABOVE CEILING WITH 95.5 SOLDERED JOINTS (LEAD FREE). WADE W-2400 TRAP PRIMER OR EQUAL FLOOR DRAIN CONCEAL PIPING AND/OR 1/2"CW (MIN.) IN WALL FLOOR SINK 1/2" CW DEEP SEAL "P" TRAP WITH TRAP PRIMER CONNECTION NOTE: PROVIDE TRAP PRIMER FOR DRAINS AS REQUIRED PER LOCAL REQUIREMENTS. TRAP PRIMER DETAIL NOT TO SCALE -f r^ f1 A t f-1 T I /I A I A Tr n f^ P- n A n A Tl1 n / JV VHL. vIL/ V V M 1 LR JLr/-%rv-% 1 vfn vtl! ,A t � [„ 18 PROVIDE WATER HAMMER PROTECTION AT EACH FIXTURE OR GROUP OF SIMILAR FIXTURES. 19 PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. 20 VERIFY AVAILABILITY OF SUFFICIENT WATER PRESSURE FOR USE WITH FLUSH VALVES WHEN SPECIFIED. WHEN SUFFICIENT WATER PRESSURE IS NOT AVAILABLE, SUBMIT FIXTURE SUBSTITUTES TO ARCHITECT FOR APPROVAL. 21 CONTRACTOR SHALL INSTALL AND MAKE ALL PLUMBING CONNECTIONS TO OWNER FURNISHED EQUIPMENT. 22 VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES TO ALL PLUMBING FIXTURES PRIOR TO ROUGH -IN. 23 FURNISH CUT-OUT TEMPLATES FOR PLUMBING FIXTURES TO BE INSTALLED IN MILLWORK TO THE GENERAL CONTRACTOR. 24 ALL WORK, BOTH MATERIAL AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM ACCEPTANCE BY THE OWNER. 25 ALL CHANGES SHALL BE APPROVED BY ARCHITECT. 26 ALL PLUMBING VENTS IN EXTERIOR WALLS SHALL BE OFF -SET A MINIMUM OF 3'-0" BEFORE ROOF PENETRATION. 27 ALL PLUMBING VENTS WITHIN A 10'-0" RADIUS OF EXHAUST VENTS SHALL BE EXTENDED TO A HEIGHT OF 2'-0" ABOVE EXHAUST CROWN. 28 COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE ROUGHING -IN PLUMBING FIXTURES AND EQUIPMENT SUPPLIES. 29 MAKE PROPER HOT AND COLD WATER, WASTE AND VENT PIPING CONNECTIONS TO ALL FIXTURES AND EQUIPMENT. H.C. NOTES 1. ALL H.C. FIXTURES TO BE INSTALLED AS PER THE, ADA ACCESSIBILITY REQUIREMENTS, AND ANSI 117.1 2. WATER CLOSET: THE HEIGHT OF WATER CLOSETS SHALL BE 17"-19" MEASURED TO TOP OF TOILET SEAT. 3. EXPOSED PIPES AND SURFACES: HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE. SURFACES UNDER LAVATORIES. 4. MIRRORS SHALL BE MOUNTED WITH BOTTOM EDGE NO HIGHER THAN 38" FROM FLOOR AS PER CABO/ANSI 117-1992 STANDARDS. 5. DRINKING FOUNTAINS: SPOUTS SHALL BE NO HIGHER THAN 36" MEASURED FROM THE FLOOR TO THE SPOUT OUTLET FOR HC UNITS. SPOUTS SHALL BE NO HIGHER THAN 42" MEASURED FROM THE FLOOR TO THE SPOUT OUTLET FOR STANDARD UNITS. 6. TOILET PAPER DISPENSERS SHALL BE INSTALLED WITHIN REACH (APPROX. 19" FROM THE FLOOR), PAPER TOWEL AND SOAP DISPENSERS, IF FORWARD REACH, MOUNT AT 48" MAX. IF SIDE REACH, MOUNT AT 54" MAXIMUM. City of Sanford Utility Department Pretreatment Section SEPARATOR DESIGN OIL & WATER SEPARATOR DETAIL (DESIGN IS NOT TO SCALE) PLAN! VIEW t:I rvI t? r. t xarrlt _ rimsil[D PAti1mna tt1 tet llrF t. 24•• F a.. , 44'. F . 'r i t SAIAPUIPS- , tt - II4LET - y AUTLET-+ b" ifllKttFFC ,��.2,8s�x`.:nt``.wi RUBBER `€ ^ x z'3t,F�.�"fi'�""':€'i"�if b,,. �f fig. 1100.1 IYHF rr-,'.�„in.z'.i u�� '� l-� ��� t ss�:+�`�� Bof}r TYPE s3 kt �X �` '�.% Pf �'� i �a�Y'u. A20211" � i.�`dx 2' 1't �r 1 Ix'3� ✓R x' 1'C +' G x.17 yv ^yrs 31.3 Ys- x� s• a .r ,c, -• s� Y� � ?:3L V1L FORM -GROG a IL THIS DRAWING AND THE DESIGN SHOWN ARE..THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, �OPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE ANC PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. o cn 0. z w U � w � 0 0 v zttz w w cc o � z LJ LJ o � a Q i 0 o Cr_ PLUMBING PLAN LEGEND Co WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW — — COLD SUPPLY WATER CW — HOT WATER RETURN HWR . . . E� ISOMETRIC WASTE PIPING DIAGRAM SCALE: N.T.S. THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100 CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 o Co I P-6 SINK 3 1 3 P-7 71 77-17FI SINK 2 2 4 F—P---8-1 ELECTRIC WATER HEATER Li 1-7--9-1WATER FOUNTAIN 2 0.25 1 P-11 URINAL 2 4 8 FP ---2-0-1 LAUNDRY 1 3 3 77— —2 —11 OIL WATER SEPARATOR 2 3 6 FD— ---fl FLOOR DRAIN 5 2 10 STD TRENCH DRAIN 2 1 2 P-22 SUMP GRATE 1 2 2 TOTAL DRAINAGE FIXTURE UNITS (DFU's) � 102 THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 100 CONSTRUCTION DOC'S. ISSUE DATE: 9-21 —11 o Co � U z w � W � O O Li Li ELILi N SHEET NO. P3.1 PLUMBING PLAN LEGEND ITEM WASTE PIPING SW VENT PIPING VENT — — — — — — — VENT THRU ROOF VTR HOT SUPPLY WATER HW COLD SUPPLY WATER CW HOT WATER RETURN HWR a r r i r i a Gw COFFEE P-19 3�k „ Hw r 1/2 P-5 2/ I 2" INCOMING CW LINE FROM CITY UTILITY (174 SFU's) HWw IN\ �" r _�� R IN RISER I P-15 \ \ r \ P-17 � 3/ry� MEETING/BREAK NWv DEALER R ROOM TOILETP-18 I SWR I P-12 N_ I P-13 \ P-7 � e I N P -4A WOMEN' � TP -1 P-9 \ 105, TOILET w P -4A 3Ik I I FP ----3 A-1 I \ P -2A FP _-2-T] I _ � I HOSE REELU(PEPNj ED P-12 \` -11 r PLUMBING CONTRACTOR IS I TP -1 � ( \/q RESPONSIBLE FOR LOW ' „ VOLTAGE WIRING FOR ALL MENS P -2A 1/2 G P -1A AUTO/SENSORE VALVES TOILET _ �1 ^ � �P -3A I. r P -1A P-1 1�2 11/�� SERVICE BAYS � P-12 r P-6 / I P-19 3/4" DOWN TO SERVICE BAY CABINET r I \ o" (TYP) SERVICE DRIVE r � r P-10 \ / –17 TP -1 I P-14 SUPPLY FIXTURE UNIT CALCULATION ITEM FIXTURE TYPE QUANTITY F. U. (EACH) TOTAL F. U. T_ Lo P-1 z ® WATER CLOSET 9 10 90 P-2 7-18 WATER CLOSET 1 2.5 2.5 P-3 LAVATORY 6 1.5 9 P-– -4-1 LAVATORY 3 1.5 4.5 P5 P--6 SINK 3 1.5 4.5 P-7 P-1 4 SINK 2 4 8 0 0 P-8 • ELECTRIC WATER HEATER 0 P-19 P–g WATER FOUNTAIN 2 0.25 1 P-10 P-12 HOSE BIBB 13 3 39 P-11 URINAL 2 5 10 7-13 EYE WASH 2 1 2 P-20 1 WASHER BOX 1 2.5 2.5 TOTAL SUPPLY FIXTURE UNITS (SFU's) 174 ISOMETRIC WATER PIPING RISER DIAGRAM N.T.S. P-20 41 I 3�� W. TECH / 2'GW LOCKER / 3i4 yw r I 1 1 Gw % wk H r P-10 P-12 I P-13 TP -1 COFFEE TECH BREAK ROOM P-3 l"P-1 \ I I P-3 r � I P-3 I Fp__ -3 1 P-11 M. TECH P-1 LOCKER THIS DRAWING AND THE DESIGN SHOWN ARE THE PROPERTY OF SPRING ENGINEERING, INC. AND ARE NOT TO BE REPRODUCED, COPIED, PUBLISHED, OR USED IN WHOLE OR PART WITHOUT WRITTEN CONSENT. THEY ARE TO BE USED ONLY FOR THE SITE AND PROJECT IDENTIFIED AND SHALL BE RETURNED UPON REQUEST. 1 00% CONSTRUCTION DOCS. ISSUE DATE: 9-21-11 �n LJ h� W W J CONTRACT DATE: MAY 6, 2011 ISOMETRIC WATER RISER DIAGRAM DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. rr"'3 . CD U T_ Lo z ® 00I rry � o 0 U � 0-- Q CN w z J LL w t1J z ¢ Z LLi J UI O = Lo L Z r 0 0 • 0 ® cl�LL! W 07 O U Z _j U) W O n ISOMETRIC WATER RISER DIAGRAM DESIGNED BY: DRAWN BY: CHECKED BY: JOB NO. 2011-21 SHEET NO. rr"'3 .