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Home My WebLink AboutGreen Collar Coalition 0912-0025-JEW AL ROOM FIN15H SCHEDULE ROOM DESCRIPTION FLOOR SASE WALLS 19MSHL CEILING CFINISHH NG HfI0HT REMARKS 101 CONFERENCE EXIST VINYL DRYWALL PRIMER NONE DECK SOUTH AND WEST WALL 1-HOUR RATED 102 CONFERENCE EXIST VINYL DRYWALL PR MER NONE PECK WEST WALL 1-HOUR RATED 103 CONFERENCE EXIST VINYL EXIST/aW PR MER NONE DECK WEST WALL 1-HOUR RATED 104 PRACTICE EXIST VINYL EXIST/DW PR MER NONE DECK SOUTH WALL 1 HQUi2 RATED 104-A MATERIALS EXIST NONE EXIST ONE DECK 104-8 MATERIALS EXIST NONE EXIST NONE DECK 104-C MATERIALS EXIST NONE EXIST NONE DECK 104-0 MATERIALS EXIST NONE EXIST NONE DECK 104-E MATERIALS EXIST NONE EXIST NONE DECK 105 PASSAGE EXIST VINYL EXIST/DW PR! ER NONE DECK f06 CONFERENCE EXIST VINYL EXIST/VW PRI EK NONE DECK 107 CONFERENCE EXIST VINYL EXIST/DW FRIIAEK NONE DECK 108 CONFERENCE EXIST VINYL EX15TIDW PRI AER NONE DECK 109 CONFERENCE ` EXIST VINYL EXIST/VW PRI ER NONE DECK 110 FIRE K15ER ROOM NO NOKK IN THIS ROOM 111 WOMEN EXIST VINYL DRYWALL EP XY DRYWALL EPDXY 8r Q" j 112 MEN EXIST VINYL DRYWALL EPDXY DRYWALL EPDXY 8' oil 113 CUSTODIAN EXIST VINYL DRYWALL EPDXY DRYWALL EPDXY 8' 0" 114 UNISEX TOILET EX15T VINYL DRYWALL EPDXY DRYWALL EPDXY 8' O DOOR SCHEDULE NUMBER TYPE FRAME DOOR HARDWARE GROUP 101 A H.M. H.M. 102 A H.M. H.M. 103-A A H,M. H.M. 103-8 B H.M. H.M. 104 A H.M. H.M. 105 C H.M. H.M. 106 A A H.M. H.M. 10615 A H.M. H.M. 107 A H.M. H.M. 106 A H.M. H.M. 109 A H.M. H.M. III D H.M. H.M. 112 D H.M. H.M. 113 A H.M. H.M. 114 A H.M. H.M. 3' 4" 31411 V Gi Ail 1. 21111rt 2" 3' Oil 21l 2" v Oil V 0"Oil 21l 2l1 2' 211 N IN IN 0 iSJ d1 (9 A 5 C p D001` I I PE5 SCALE: V4"=V-0'I rUMMb- ALL PROPOSI AND SUBJECT TO ANY CORRE REQUIRED BY FIELD INSPECTO MAY BE NECESSARY IN ORD 1 MPLY WITH ALL APPLICABLE �l 2 103 CONFERENCE 25' 4" 102 CONFERENCE �o t2' HIGH WALLS - TYPICAL 101 CONFERENCE 0 C NT NOT IN SCOPE OF PROJECT EXISTING 1-HOUR FIRE 4TED WALL i 104 A I 10104-1) (�_ I - I 10 MATERIALS MATERIALS MAAL5 MATERIALS MATERIALa y L FENCE ATION BY USER I 93' 21/2" ST LUCIE COUNTY I I DATE: ELEC: DATEli PLUMB: DATE: MECH: DATE: LZ44 1-HOUR FIRE RATED WALL TO UNDERWE OF ROOF DECK yI I -- GRAB BAR, ► 3' 0" b PAPER HOLDER 15l ail --_-- 1 UN15EX 114G 5OUTH WALL $ ) ( 9 DOOR I 1 1 105 - PASSAGE to t 4 SINK LAY w,H Nis ( H,C ne0 IL C113L W 113 3006 E OMLA1 2666 tt LAv MEN FIRE ROOM EXISTING WAL —� 3068 109109 , 108 UN15EX 114 - WE5T WALL 12 109 CONFERENCE 108 CONFERENCE 4" 69"t 21'10"11 107 CONFERENCE 2 10 12' HIGH WALLS - TYPICAL f b � 30M ip a°Lt w too 3066 106 CONFERENCE y OPTIONAL OFFICE OPTIONAL PARTITION OPTIONAL OFFICE � r m STOREFRONT G ING APPROX. la HIG (TYP.) �1 �11 181111 MIRROR LAV. A 3 C C 4 S u cq � r N z � W W > LLI u 1V d) �© �oj D DW D W N N tp 4L>L1 WW D OL nG llG v L o" N � N V g =W SQLLU w uS < N ZZU nc U)rL s� �o 1s. zz O < LLC10 � Q LL. o 11 n w zz Q :D = 0 Q V V ® TW /LI OF < zz v! V 1 rt FLOOR PLAN SCALE: 1/8"=1'-0" THESE DRAWINGS ARE BASED ON INFORMATION PROVIDED BY T.R.C. AND ARE INTENDED TO INDICATE THE EXISTING CONDITIONS ACCURATELY, EXACT LOCATIONS, DIMENSIONS AND CONDITIONS MAY VARY FROM THAT INDICATED. DEC } 7 W AR0002809 L DEC a s 2009 "I JA i,C. � � • S77��-- 1c- H,-SCOTT "5HEET� NUMMR A -t OF 2 , 3 CLASStFCATION OCCUPANCY WATER CLOSETS LAVATORIES DRINKING MALE FEMALE MALE FEMALE FOUNTINS OTHER FIXTURES REQUIRED DUSINE55 -107 'CCUPANCY 1 PER 25 FOR THE FIRST 50 AND 1 PER 40 FOR THE FIRST 80 AND 1 PER 100 BY CODE 1 PER 50 FOR THE REMAINDER 1 PER 80 FOR THE REMAINDER --- EXCEEDING 50 - 4 REQUIRED EXCEEDING 80 - 3 REQUIRED FIXTURES PROVIDED 3 WATER CLOSETS 1 URINAL 3 LAVATORIES 2 D.F. 1 F.S. 13UILDING CLA551FICATION TYPE 11-8 - UNPROTECTED - SPRINKLED GROUP B - BUSINESS FULL COVERAGE SPRINKLER SYSTEM SPACE HEIGHT - ONE STORY ALLOWABLE HEIGHT - 4 STORIES SPACE AREA -10635 SF ALLOWABLE AREA - 23000 5F NOTE - PRACTICE 15 A HANDS-ON LE STUD PARTITIONS, DOOR AND WIND( AT THE END OF THE SESSION AND E NOTE - FURNITURE AND EQUIPMENT n EXIT CALCULATIONS 10635 5F GROSS PERSON CAPACITY TOTAL AREA -107 OCCUPANTS EXIT UNITS = 0.20" 1 PER OCCUPANT 107 OCCUPANTS X 0.020" = 22 PEOPLE 2 DOORS X 36" = 72" ALLOWABLE DISTANCE OF TRAVEL TOP AN EXTERIOR EXIT - 300' PATH OF TRAVEL TO EXTERIOR E�IT INDICATED ON THE LIFE 5 FIFTY PLAN THUS — — — —w AREA FOR CONSTRUCTION WORKERS IN MASONRY, ILLATION, ETC THESE MATERIALS ARE TAKEN APART BY USER n C ' ROLL L r DOOR 105 - PAS64*G�E =� I SINK I„Ay INMATES NOT IN SCOPES ! Ae�vE N16 X H,C OF PROJECT U C113 W.C.IL j 3066 ' 2688 LA1 NLAV rr . UR WOMEN ME/ - EXISTING 1 HOUR FIRE DATED WALL I F w SDP RISER ROOM 104-A I 104-8 I 10 -C 104-1) I 104-E EXISTING WALL —9 MATERIALS MATERIALS I MATE PZIALS I MATERIALS I MATERIALS 1011- b CONFEREt I SERE NOTE AT OP OF SHEET I I I I 496 SF � u -- SEPARATIONFE x \ BY USER n a W Li 3 N o 102 N $ a CONFERENCE FX N N 497 SF Pti � kA In 0.� V,,L O 104 PRACTICE AREA - SEE NOTE AT TO t1F}1EET 12' HIGH WALLS - TYPICAL 3065 4554 5F 3oe6/ THESE PW AND ALL PROPOSED WORK ` AND SU CT TO ANY CORRECTIONS REQUIREE BY FIELD INSPECTORS THAT 3o6s MAY BE 4ECESSARY IN ORDER TO — '� tot COMPLY ITH ALL APPLICABLE CODES. / / I a CONFERIWE iqft 5F / I / 1-HOUR FIRE RATED WALL TO UNDERSIDE 0: ROOF DECK 1 1y r �+ I USE; S-1 STORAGE FUTURE USE: B BUSINESS W-O" LIFE 5AFTY PLAN SCALE. 116"=1'-0" F13C 2007 EDITION. NFPA 101 - 2006, NFPAI - 2006, FLORIDA FFPC 2007 0 FIRE ALARM STROBE �qq FIRE STROBE PA AALLAARM SHORN! STROBE I PULL0STATION Q) EXIT LIGHT t EMERGENCY LIGHT O FIRE EXTINGUISHER FX 9 EACH REQUIRED - TYPE 2A-%ht%C. WALL HUNG 109 CONFERENCE 513 5F 10S CONFERENCE 462 5F ZONAL PARTITION 107 CONFERENCE 462 5F 3068 qg Zm r9r 12' HIGH WALLS - TYPICAL w,'*0Z-17 106 CONFERENCE 558 5F OPTIONAL OFFICE OPTIONAL PARTITION OPTIONAL OFFICE STOREFRONT GLAZING APPROX. 10 HIGH (TYP.) , 12 DEC 16 JACK H. SCOTT A 0 C 0 E F G H W u y oU- N U `Z =W F— U= �Un� . --, Lu Wu_ N U W Z U >Y UZ W N O LL q <e <c ).L-, a C1 Z O C) zz Q 0 U U O W W � U U zz J J VJ VJ r5HEET NUMBEi2 A - 2 OF 2 L ROLL UP DOOR OVERRIDR&Q.' CONFERENCE i I / 1-7 IfNOT 1 o N NISE seor OF WORK US AN I 1 i 1 I i 1 ME I \ _ 4 J MAT ALIS MATERIALS MA ERIALIS MATERIAL§ MAT IAL� r I Il I I I, / CONFERENCE / ( /� / / i C❑NF-EREN�E H-1 H-3 H-5 i I I I I I \ \ \ 1 1 3u J \ \ \ \ \ I } � C❑NF-E ENE OVERRIDE SWITCH I I CONFERENCE I I C I bNTRACTOR COPi I f RACTICE AR A } THIS ,ANS AND ALL PROPOSED W K + 1 bb _.. 1 Aft SUBJECT TO ANY CORRECTIO S I RJFQUIRED BY FIELD INSPECTORS / MAY BE NECESSARY IN ORDER iCr I P I❑ N A L ❑ F I C E CONFERENCE IICIOMPLY WITH ALL APPLICABLE CODS. \ 1 1 1 I I I PTI❑NAL ❑F tICE L k"MNH T �NQ FLAN KEY NOTE S OCIRCUIT THRU LIGHTING CONTA SHEET E5.1 FOR DETAIL. TOR LC-1. SEE DEC 17 2009 L,SLGF0 FIRE MARSHAL°SOf ISSUED FOR PERMIT 12.02-0! CONSTRUCTION ISSUED z 0 O U w u � a U z O w °" a z a projt.no. 2009-0325 project manager: p'•F• checked by: BA. scale AS NOTED date: 12-02-09 / Sheet E201 project O10 00 w C N z H i 1 11 1 F- S 6 � 8 1�. $ z 0 3 I 4 Zo F- a W W I 0 CK I cD z 9 w I n I 'I 2 m ROLL UP DOOR I II PROVIDE INSULATION C FERE NCE N A-- I SLOP .OTOFIN z4o5o n iA 125A0:t ��REXISTING % 25o 240 D 26X20 A 26X20140 'WOMEN WORK L C -lI s_ .r NN N 7 I A ROOF TO NEW d.14��o w a '9 5 Nq I _ EF a CONFEREN CE E I FIRESE a o MAT RIALS MATERIALS MA ERIALI$ MATERIAL MATERIALS AA RI�,� N�� w R 250 zso I (I I R ❑❑ M ®r c} o H A A 0 8 '� III I 120 z75 300 � w e Ha w 1 e o a G T 9 K A ^.t a a. I 12m e N CONFERENCE � I� I, 160 140 ,� o i A A y x50 PRACTICE AREA 425 N A A e C NTRACT R C416)6 A A 27� III 9 C❑NFEREN E 0 A C❑NFERENC A 425 T ,I 400 O Q 180 160 CA C❑NFERE CE a so Eo) e a ' ❑ TI❑MAL OFFICE H A ESF PE.ANS AND ALL PROPOSED ORK 1DD x5o O H o e AW SUBJECT TO ANY CORRECTIONS 4zs A U w' i5o zsD REWIRED BY FIELD INSPECTORS T T e Z ap. 1 2 a o „o MAY BE NECESSARY` IN ORDER T � � _ � � W ^A m OMPLY WilH ALL APPLICABLE CO )ES. 1425 S 1 I z n EXISTING EXlsA EXISTING N I c — 1 2 z6= 2 oD AA z6X2o1� 2 DD 2 — i 26X �— Do i G_ '� ,400 , r--1 2 , 2 A, T r 150 A AL OFF CE o P0 r 't. L —0325 J no.: 2009 Project111109u: P.F. 1 l A L� LAN checked by::,BA _ 1. NORTH GENER L NOTE — FIELD VERIFY EXACT LOCATION C AS REQUIRED. LOCATION SHALL I EXISTING THERMOSTATS AND RELOCATE COORDINATED WITH OWNER. scae. AS NOTED I date: 12-02-09 r L 1 DEC 17 2009 ---- Aar FITtElAARSHAL$I , ISSUED FOR PERMIT 12-02.09 CONSTRUCTION ISSUED - sheet �*1 I project KEY OTE Ot DUCT SMOKE DETECTOR REMO EXACT LOCATION IN FIELD WITH TEST / ANNUNCATOR LOCATION. VERIFY OWNER / ARCHITECT. MARK STUDS HEIGHT REMARKS W1 60OS137-43 AT 16" C/C FULL HT. (VARIES) 1 HR. FIRE SEPARATION WALL 60OT125-33 BOTT TRACK (SEE SHT S-2 FOR DETAILS) 362S137-33 AT 24" C/C 3625S125-43 TOP TRACK SEE BRAC W2 362T125-33 BOTT TRACK 12'-0" DETAILS SHT S-2 IN ROW OF HORIZ. 362T125-43 TOP TRACK BRACING AT MID-HGT. I 2 T - 5 6 7 8 9 20'-0" 20 -0 3 20 -0 20 -0 20'-O" 20'-0 1 '-4" I 14'-3" 10'- I -9" /. ROLL UP DOOR� r, EXIS ING 1 HR. SEP RATION PARTITIO WALL U.L. #436 PEf EXIS DWGS. INDICATES / ✓ j / OOTIN PRO EOPEIC W2 TYP. I' NEW DOOR SEE SECTION 6/S-2. WINDPRESSURES -35.0 +32.3 PSF / T T B T 0 ul / EXISTING 1 HR. i- SEPARATION PARTITION WALL U.L. #436 PER ' W1 W2 EXIST. DWGS. EXIST. FIRE R�Oy RISER ROOM r C4 / i CONTRACTOR COPY 2&3 S-2 NOTE 3 / % I N 5 ✓ it I I I I I s-2 P SED O wpRK S PLws 91D IV co Rg Tt►P3 iNESE UBJECA T {p1SPE i0 jp AND U1RED B� F�D�RV IN RDER pE REg C S, '" EE GO COMPLY I NOTE 3 O W12 ' NEW HR. TENANT tO SERA TION WALL SEE 1 � i N 20'-0" 40' 0"- ARCH 40' 0" 4-0. i 1 &3 NOMINAL 8"0 I / W1 S-2 TMPEL COL MN W1 W1 j ' 139'-0" PARTITION WALL TYP FLOOR PLAN NORTH SCALE: 1. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. 2. SEE ARCH DWGS FOR DIMS NOT SHOWN. 3. BACK TO BACK 60OS137-43 STUDS DIAGONAL BRACING AT TOP OF PARTITION WALL. 10 11 12 I I _ - -- 13'-11" B BRACE TO EXISTING BRAMI G AS REQUIRED 1 -10" \\ 5 SYM. / NOTE 3 TOPOF NEW WALL B _ - +121-0" AFF. (TYP.) OPTIONAL PARTITION WALL W2 I I \\ NOTE 3 FA B % B i / NOTE 3 OPTIONAL `PARTITION / WALL H W2 =! om, p W2 b d W Fy I i-' - 132" —5 B 1 "-4" 1 7" 10'-0" 1 TOREFRONT STOREFRONT W/DOOR GLAZING APPROX. 10' HIGH (TYP.) l P N c N u a. 5a�o d = fnm Mo Z M I M rnd p y 2 F 00 o to _ n u , I ^ ^ NaC v a Z m fn u- rL N ® w z NO 05 W LL�mZ ptWtnn- W OUy mo w a o I z O Q O �- u O 0 Qf LL 0 O Ld J m U O Of LLJ u z � z LLJ o W W 0 U W 0 JOB NUMBER 09FTPO15 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REV 12.09.09 REVIEW COMMENTS SEAL I.EYtk MCGEE FL PE #45944 DEC _01 2009 SHEET NUMBER S-1 Y r 362T125-43 CONT. TOP TRACK - BRACE TOP TRACK AS SHOWN ON 'LAN CHANNEL BRIDGING AT MID -HEIGHT OF WALL 362S137-33 STUDS AT 24" C/C 362T125-33 CONT. BOTT. TRACK - FASTEN WITH 0.14 PAF AT 24" C/C fEXIST. CONC. SLAB PARTIAL HEIGHT STUD WALL DETAIL SCALE:-4"=1'-O" STRUCTURAL NOTES ROOF DECK y" GAP 60OT125-43 SPANNING W/FIRE BETWEEN EXIST. JOISTS. CAULK ATTACH TO TOP CHORD OF JOISTS W/(2) 0.14 PAF. SEE WALL TYPE FOR DRYWALL 600T125-43 SCREW 60OS137-33 STUDS O EXISTING JOISTS TO DEEP LEG TRACK AT 16' C C / AT t5-0" C/C Y2" GAP W/#6 TEK ® 16" C/C 60OT125-33 TRACK FASTENED TO SLAB CAULKW/FIR 3" DEEP LEG TRACK 18 W/0.14 PAF AT 16" N GAUGE SPANNING C/C o -H w ATTACH 3" DEEP LEG BETWEEN EXIST JOISTS 4 TRACK TO BOTT. CHORD OF JOIST CHANNEL BRIDGING W/(3) 0.14 PAF WITHIN 1'-O" OF TOP OF STUD. EXIST. CONC. FIRE RESISTANT SLAB ON GRADE DRYWALL BOTH SIDES. 6005137-43 AT 16" SEE UL ASSEMBLY C/C WITH BRIDGING AT 8'-0" C/C MAX. TRACK TO SLAB ATTACHMENT SCALE: X"=1'-O" -1010 GENERAL : STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. -1015 EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE: PREPARED FOR: SAM'S CLUB, FORT PIERCE, FL PREPARED BY: BSW ARCHITECTS SHEETS: Al THRU A9, AND S1 THRU S5 DATED: 5/22/89. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. -1061 DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2007 EDITION with 2009 REVISIONS THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: INTERIOR PARTIONS: LIVE LOAD 5 psf. WIND: ASCE 7-05 140 MPH REGION EXPOSURE B a IMPORTANCE FACTOR 1=1.0 o CATEGORY II INTERNAL PRESSURE COEF: +/-0.18 0 -5401 LIGHT GAUGE STRUCTURAL STEEL: METAL STUDS: STEEL STUDS, LINTELS, AND RUNNER TRACK MEMBERS SHALL BE OF TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS CONFORMING TO ASTM A 446 GRADE C (MINIMUM YIELD POINT 40,000 psi) WITH a HOT DIPPED GALVANIZED COATING CONFORMING TO ASTM A525 (CLASS G90). GALVANIZED STEEL RUNNER TRACK SHALL BE FORMED WITH MATERIAL MEETING REQUIREMENTS OF ASTM A 446 GRADE A (MINIMUM YIELD POINT 33,000 psi) WITH HOT DIPPED GALVANIZED COATING CONFORMING ASTM A 525 (CLASS G 90). 0 Lo rn ASSEMBLY: FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED TO FIT SQUARELY o AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY JOINED. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS OR WELDING. WIRE TYING OF FRAMING N MEMBERS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS OR HARDENED SCREW SHANK NAILS. METAL LATH 3o MAY ALSO BE CONNECTED TO STEEL BY STAPLES OR OTHER FASTENERS, IF APPROVED BY LOCAL BUILDING CODE. INSTALLATION: STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH FIRM ABUTMENT AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND SECURELY FASTENED TO THE FLANGES OF BOTH TOP o AND BOTTOM RUNNER TRACK. SCALE: N.T.S. 1Y2"x54 MIL COLD ROLLED CHANNEL, CONT THRU STUD' ATTACH TO EACH CLIP USING (2) #10-16 SCREWS WALL STUDS. SEE SECTIONS FOR SI GAUGE & SPACIN FIRE PARTITION PERPENDICULAR TO JOISTS SCALE: '/i"=l'— NOTE: REUSE EXISTING SIDING ATTACH TO NEW JAM TO MATCH EXISTING FASTENERS AND PATTERN es A:1 CLIP 3x3xl4 GA --/ W/(4)#12 TEKS PER LEG CLIP 3x3xl4 GA — W/(4)#12 TEKS PER LEG INSTALL NEW 80OS200-43 JAMB STUD CUT OUT EXIST. GIRT AS REEQUIRED NEW DOOR OPENING 3'-0" CLIP 3x3xl4 GA W/(2)' Y" EXP ANCHORS AND (4)#12 TEKS ELEVATION VIEW EXISTING GIRT/HDR TO REMAIN FASTEN DOOR FRAME TO JAMB/HDR W.#14 TEK SCREWS AT 12" C/C EXISTING GIRT/HDR TO REMAIN CoNtRAcro R, THESE PLANS IND ALL PROPOSED N [EXISTING CONC. AND SUBJECT TO ANY CORRECTI( SLAB RE9UIRED �Y FIELD INSPECTORS T MAY BEIECESSARy IN HL APPLICABLE ORDER CC JTTT171��--COMPLY WIT NEW DOOR OPENING DETAIL SCALE: °/4"==l'—O" 1Y2"x1Y2"x54 MIL CLIP ANGLE, Y2" SHORTER THAN STUD WIDTH USE (2) #10-16 SCREWS EA LEG AS SHOWN SOLID BLOCKING: AT EA END OF STRAPPING, & AT EVERY 10' ALONG LENGTH OF STRAPS SOLID BLOCKING TO BE SEGMENT OF STUD OR TRACK, CUT TO FIT BETWEEN STUDS 33 MIL (20GA) FLAT STRAPF ON EACH SIDE OF WALL SC TO EACH STUD WITH (1) #10-16 SCREW SCREW TO BLOCKING WITH (3) SCREWS RESISTANT DRYWAL SIDES SEE UL NBLY/ARCH DWGS. Y2" GAPS W/FIRE CAULK / 3" DEEP LEG TRACK 18 GAUGE ATTACH TO NESTED HEADER W/#8 TEKS Y" GAP EXIST. BAR AT 4'-0" C/C 60OT125-43 n W/FIRE JOIST W/60OS137-43 NESTED STUD CAULK SPANING BETWEEN EXIST. -60OT125-33 JOISTS. ATTACH W/(2) 0.14 TRACK TOP PAF EA. END. & BOTT. CHANNEL BRIDGING WITHIN 1'-O" OF TOP OF STUD. 60OS137-43 AT 16" C/C WITH BRIDGING AT 8'-0" C/C MAX. Lo N w E FIRE PARTITION PARALLEL TO JOISTS SCALE: 3/4"=1 '-0" TOP TRACK OF PARTITION WALL TOP VIEW SACK TO BACK 60OS137-43 STUDS — ATTACH TOGETHER V/#6 TEK AT 12" C/C MAX. ACH BRACE TO TRACK W/(4)#6 C (2 EA. SIDE) -5� PARTIAL HEIGHT WALL BRACE DETAIL S-2) SCALE:-4"=1'-O" SPAllER 5400- 16 GAUGE SPAllER 5400- 16 GAUGE (54MIL) BRIDGING & SPACER BAR BY INTER PRODUCTS WALL STUD 1Y2"x1Y2"SPAllER BAR BRACING. TWIST IN & FULLY SEAT (FRICTION FIT) IN PLACE BETWEEN STUDS SPAZZER BAR MUST BE FULLY ENGAGED INTO STUD WEBS ON EACH SIDE OF PUNCHOUT ti N _ N — r N J O C O V r Z -M I M c m E QoQ yam. lJi go O m V N n _a '� @3io W N : O� I, n ;t 3 N L r a 3 0 .t-.LJva z o 0 1 0 4 N U t�/ U w w 3�9 p N 0 Z Y w w � o�YJ� 09 3 o�aad o� z 0 J Q O �- U o _o Q 0 Q _j LL_ m U _f O 11-1 W U z n Q zL.Lj o W W CD w 0 0 a - JOB NUMBER 09FTP015 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL FL PE 845944 DEC 0 2 2009 SHEET NUMBER S-2 Rl m c m c F c 0 0 U r(43 1 2 3 4 5 6 7 8 9 10 20'-0" 20'-0" 20'-6" 20'-O" 20'-0" 20'-0" 1 '-4" i 14'-3" 11 ROLL UP DOOR MAN / DOOR INDICATES NOT IN SCOPE,--�---- /� PROJECT / FIRE RIS R BATH r / ROOMLo R00 / I ! ! / ! / ! ' _ i N / /.. �.% i AREA IN SCOPE iCONTRACT w'n OF PROJECT o X i�z- '! -H o LLI ! 0 ®SED E PLANS AN G RREGTIONS /// / ! / /� // 1MES SUBJECT 1 GtORS THAT AND gy F E1,D INS�ORDERIO RE��y B� NESSAR PL1I�CPBLE CODE lo / / /': �N►PL� O N 20'-0" 40 0" 40' 0" 1 '-0" NOMINAL 8 @ STEEL COLUMN TYP. I i i� i r / / ! / V` r / 139'-Orr EXISTING FLOOR PLAN NORTH SCALE: Y8"=1 r-Or, 1. B - INDICATES BRACED BAY. T - INDICATES TAPERED FLANGE 2, DRAWING PROVIDED FOR INFORMATION ONLY, VERIFY ALL EXISTING CONDITIONS IN THE FIELD. N I a n I E F z z C9 r I W— � !n �. 2 ,. 13' 5" Tj I B —o 11'-7" -4" 10'-0" 1 _ OREFRONT STOREFRONT W/DOOR GLAZING APPROX. 10' HIGH (TYP'.) +.Lo----g N � � m Z N vrn N1 n c Z .%po � m E o am o o NLLY, s 0 3 NWvv .0 0-z FcF N ® W U o Zan 3 o9 ZYIµm Zawm � 08E3m LLj m 0 ¢Q� am 3 o�aw o� 0 I� Q 0 U C; o o NN I� CI I J Li cci U O I-- of W U z C <t z � 0 ' W � W I[__ CD U W 0 IL JOB NUMBER 09FTP015 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL /JE 98Y C-- McGEE FL PE #45944 DEC' 0 2 2009 SHEET NUMBER S-3 I / - - 0 r i �j 5'-0" N CONTRAS T^0 Copy � o / 0 y`5 - o / ID WORK z ii pROPO {J$ ' _ r / E p��.gS AND A CORECS �1 / IHES 110 OR S1jb FIEF WSPECp�ppp 10 Mpx BE N H 11"�P L c lE CO�ES I r, r N 20'-0" 40' 0" 40' 0" 1 '-0" - r / NOMINAL 8"0 STEEL COLMN r AC UNIT AC UNIT TYP. / i / y / , i i , I , , r / 139'-0" EXISTING ROOF PLAN NORTH SCALE: Yg =1 -0 1 8 - INDICATES BRACED BAY. T - INDICATES TAPERED FLANGE 2. DRAWING PROVIDED FOR INFORMATION ONLY. VERIFY ALL EXISTING CONDITIONS IN THE FIELD. � . l I � 141 ip C I ROOF SLOPE I 0) E I i\ i owz I 00 _ � yyy— Ld -- _..-.-- N n 14 -2 r n. 13 -5 T 8 10'-0" '- 1 STOREFRONT STOREFRONT W/DOOR GLAZING APPROX. 10' HIGH (TYP.) N n N V) m ^ O u Z M 'oaoco ++M'I 0O< d LL 00 W V N N ^ W O � n 020 a N ® U �° tWjU�O W Yoym 3 - 0 ry �3 LaJ Q yyr Z O U 3 W W Z9 O 9 3 0�&W o� z 0 Q o �- U o o. n O Q::D Lei J o �- rill W Q � z W CD Ld JOB NUMBER 09FTPO15 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL y4e E FL PE #45944 DEC 0 2 2009 SHEET NUMBER S-4 I EXHAUST AIR CALCULATIONS AREA SERVED UNIT TAG HEIGHT (FT) TOTAL AREA SQ.FT. VENTILATION RATE CFM/W.C. OR SQ.FT. TOTAL CFM EXH. REQ. TOTAL CFM EXH. PROVIDED WOMEN BATHROOM EF-1 - - 70.0 CFM/W.C. 280 300 LOCKER/DRESSING EF-1 - 240 0.25 CFM/SQ. FT. 60 100 MEN BATHROOM EF-1 - - 70.0 CFM/W.C. 280 300 LOCKER/DRESSING EF-1 - 245 0.25 CFM/SQ. FT. 61 100 JANITOR EF-1 - 24 1.0 CFM/SQ. FT. 24 25 TOTAL 705.0 825.0 NOTES, 1. CALCULATIONS ARE BASED ON LOCAL CODE REQUIREMENTS, FLORIDA BUILDING CODE 2004 (TABLE 403.3) AND ASHRAE 62-1. HVAC CONTRACTOR TO VERIFY OPERATION OF EXISTING AC UNITS)/HEAT PUMP(S). CONTRACTOR TO CLEAN EVAPORATOR AND CONDENSER COIL. CHECK CONDENSATE DRAIN PAN AND CONDENSATE DRAIN LINE. SUPPLY TO THE OWNER / ENGINEER A WRITTEN REPORT ON THE OPERATING CONDITION OF THE UNIT. REPORT TO INCLUDE: 1. SUCTION AND DISCHARGE REFRIGERANT PRESSURE. 2. CONDENSING TEMPERATURE, EVAPORATOR TEMPERATURE, AND SUPERHEAT. 3. ENTERING AIR TEMP, DISCHARGE AIR TEMP, AND AMBIENT AIR TEMPERATURE AND TOTAL CFM. 4. SUPPLY VOLTAGE. 5. COMPRESSOR - FULL LOAD AMPS, VERIFY 10 OR 30. CONDENSER FAN MOTOR - FULL LOAD AMPS, VERIFY 10 OR 30. EVAPORATOR FAN MOTOR - FULL LOAD AMPS, VERIFY 10 OR 30. 6. CHECK ELECTRICAL CONNECTIONS ON ALL CONTACTORS AND OTHER ELECTRICAL COMPONENTS. 7. VERIFY DISCONNECT SIZES AND FUSES. B. CONDENSER WATER FLOW RATE AND ENTERING/LEAVING WATER TEMPERATURES. (IF UNIT IS WATER COOLED) 9. CONTRACTOR TO RESEAL ALL DUCT WORK AND REPAIR LEAKING DUCT PER SMAKNA STANDARDS. IF UNIT IS LOW ON REFRIGERANT, CONTRACTOR SHALL LEAK CHECK UNIT. REPORT ANY PHYSICAL DAMAGE TO UNIT. SUPPLY NEW FILTERS. SPECIAL NOTE TOHVAC CONTRACTOR NOT TO MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY 15. ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40' F AND FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. DRAWINGS, THE FLORIDA BUILDING CODE 2007 AND ALL OTHER APPLICABLE STATE, FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-85, 92, 95; ASHRAE 15-01, 34-01, 62-04; NFPA 70-02, 72-02, 16. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. PROVIDE RADIUS 90A-02, 9013-02, 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98. WHERE FEASIBLE, SQUARE ELBOWS AND TEE'S SHALL BE FURNISHED W/SINGLE FOIL TURNIN PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEILING COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. "YOUNG REGULATOR" OR EQUAL. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 17. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [51 COPIES OF MANUFACTURER'S FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUNCIATI DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALL DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL EQUIPMENT SHALL BE UL OR ETL LISTED. ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. ALL INSTALLATIONS SHALL COMPLY WITH FMC 2007, CH. 3, GENERAL REGULATIONS. BUILDINGS LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON-FERROUS 19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AN MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC. OPENINGS PENETRATING FIRE RATED WALLS MECHANICAL AND ELECTRICAL EQUIPMENT ROOM 7. DUCTWORK: TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAKES A REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CE 8 ALL DUCTWORK SHALL BE GALVANIZED SHEETMETAL WITH SEALED SEAMS AND JOINTS WITH FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. EXTERNAL BLANKET INSULATION R-6 MIN. PROVIDE LOW -LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW CFM HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS. B, ALL FLEX DUCT SHALL BE RATED CLASS I, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. 20. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2007, CH. 13, 410.1.ABCD. FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW (THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS) ELBOW" AS MANUFACTURED BY "THERMAFLEX". FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNC ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLE CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE ('F) FROM L7,. ALL AIR CONDITIONING DUCT WORK ENCLOSED IN A CHASE SHALL BE SHEETMETAL GALVANIZED SUPPLY GRILLES AND EVAPORATORS. WITH EXTERNAL BLANKET INSULATION R-6 MIN. PROVIDE INNER LINER FOR THE FIRST 10 FEET FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T & B OF THE MAIN TRUNKS CONNECTING TO THE UNIT AND INCLUDING THE FIRST ELBOW OR AS REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM PERFOR INDICATED ON THE PLANS. PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENTS. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC. 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. SPECIAL NOT& 22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. SMACNA DUCT PRESSURE CLASSES BASED ON OPERATING PRESSURE ARE: 1 2" 1" 2" 3", 4" 23. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH FBC 200 6", AND 10". EACH DUCT SYSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC DUCT PRESSURE PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. CLASS SHOWN ON PLANS. MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC 2007 WHERE NO PRESSURE CLASS IS SPECIFIED FOR CONSTANT VOLUME SYSTEMS, 1" W.G. PRESSURE PAR. 306.3 IF THE EQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED OPENIN CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS REGARDLESS OF VELOCITY. MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO WHERE NO PRESSURE CLASS IS SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE LEVE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS FOR DUCTWORK UPSTREAM OF VAV BOXES. SPECIAL NOTG ALL DUCTWORK SHALL BE SEALED TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" FOR ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS ITS PRESSURE CLASS SEALING METHODS. FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2007, SEC. 1509, 1522 AND CHAPTE SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. ALL OUTSIDE AIR DUCT SHALL BE INSULATED WITH 24. PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MIN. 42" EXTERNAL BLANKET INSULATION R-6 MIN. CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT PER NEC. CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. 25. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ 9. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND THAN 1/2" MESH. O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT. STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS SHALL BE REQUIRED TO PROVIDE AND IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE AIR VENT. INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE MARKING "INTAKE", PERMANENTLY ATTACHED PER FMC 2007, SEC. 401.5.1 WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING 10. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT. 11. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS 26. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, SPECIFIED BY ARCHITECT. DEVICES SHALL BE AS SPECIFIED OR EQUAL TO 11TUS OR METALAIRE. FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON A FULLY INTEGRATED MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES. PLANS. PROVIDE BALANCING DAMPERS FOR ALL SUPPLY AND RETURN DIFFUSERS AND REGISTERS ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATION TO ENSURE COMPLAINCE WITH FMC 2007, PAR. 601.4 AND PAR. 603.15 FOR BALANCED AIR FLOW. SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK. 12. TEMPERATURE CONTROLS/THERMOSTAT: 27. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE A. SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO- CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. RECOMMENDED BY MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHALL 13. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. DIRECTLY BELOW THE CPVC PIPING. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES 28. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED CIFIED CIFIED "L" AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. TO TYPE COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX TI01 PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT DOV WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC 2007, SEC. 30 GANGED TOGETHER WITHIN THE SAME COVER PLATE WHEREVER POSSIBLE. SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR INSTAL CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION. 14. REFRIGERANT LINES SHALL BE COPPER, TYPE "L" HARD DRAWN WITH WROUGHT COPPER 29. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAgi SILVER ALLOY. ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL. NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. pOSED CONTRACT COPYT AND SUBJECT 0 ANY ALL CORRECT CORRECTIONS CONTRAC AND BY FIELD INSPECTORS THAT IN ORDER TO t\%y BE NECESSM PDCABLEE CODES COMALL OUTSIDE AIR CALCULATIONS (PER TABLE 6-1, ASHRAE 62.1-2004) AREA SERVED OR UNIT TAG NET OCCUPIABLE AREA SQ.FT. AREA OUTDOOR AIR RATE (RA) CFM/FT-2 TOTAL OF PEOPLE PEOPLE OUTDOOR AIR RATE (RP) CFM/PERSON DEFAULT VALUES TOTAL N0. OF PEOPLE FROM DEFAULT VALUES COMBINED OUTDOOR AIR RATE TOTAL CFM O/A REQUIRED TOTAL CFM O/A PROVIDED NOTES OCC. DENS. P/ 1000FT^2 FL. AR. CFM/PERSON CONFERENCE 3098 0.06 60 5 - - 186+300 486 500 SEE NOTES OFFICE 581 0.06 4 5 - 35+20 55 60 SEE NOTES STORAGE 1068 0.12 - - - - 128 128 130 SEE NOTES CORRIDOR 1275 0.06 - - - - 77 77 80 SEE NOTES PRACTICE AREA 4717 0.06 45 7.5 - - 283+338 621 650 SEE NOTES TOTAL - - - - - - - 1367.0 1420.0 - NOTES: 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCUPPANCY RATES PER ARCHITECTURAL PLANS AND ASHRAE 62.1-2004. VENTILATION RATES PER ASHRAE 62.1-2004. 2. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY LBOWS VANES. EAS, 2 MECHANICAL SHEET INDEX SHEETv DESCRIPTION MO.1 MECHANICAL NOTES, LEGEND & CALCS M2.1 MECHANICAL FLOOR PLAN M6.1 MECHANICAL SCHEDULES M7.1 MECHANICAL DETAILS MECHANICAL LEGEND ® SUPPLY AIR CEILING DIFFUSER ❑� CEILING OR INLINE EXHAUST FAN ROOF EXHAUST FAN H' RETURN AIR CEILING GRILLE o LINEAR DIFFUSER ® ROOFTOP UNIT MANUAL VOLUME CONTROL DAMPER ► REDUCER OR INCREASER .� FIRE DAMPER FLEX DUCT MOTORIZED DAMPER THERMOSTAT DUCTWORK O CEILING MOUNTED REMOTE TEMPERATURE SENSOR DUCT TURN WITH TURNING VANES DUCT SMOKE DETECTOR -PROVIDE ALL SQUARE ODD RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL IS MISSING SUPPLY AIR `'lr RETURN AIR STANDARD RADIUS ELBOW, ROUND Mu/c DOOR UNDER CUT DUCT ALL SQUARE OR RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL VCD VOLUME CONTROL DAMPER IS MISSING. SUPPLY & OUTSIDE AIR MOD MANUALLY OPERATED DAMPER UP SECTION (UP) TAG SUPPLY AIR DN SUPPLY &OUTSIDE AIR DIFFUSER OR GRILLE DESIGNATION j� SECTION (DN) TAG RETURN/EXHAUST AIR C DIFFUSER OR GRILLE DESIGNATION UP RETURN OR EXHAUST DUCT SECTION (UP) FTAQ- EQUIPMENT TAG DN RETURN OR EXHAUST DUCT AHU- AIR HANDLED UNIT SECTION (DN) KSF- KITCHEN SUPPLY FAN O KEF- KITCHE EXHAUST FAN ROUND UP TEF- TOILET EXHAUST FAN SHOE TAP DAMPER NOT ALL SYMBOLS MAY APPLY TO THESE PLAN HVAC ABBREVIATION LEGEND AC AIR CONDITIONING MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) AFF ABOVE FINISH FLOOR MOD MANUALLY OPERATED DAMPER BDD BACK DRAFT DAMPER MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE AMP CD CONDENSATE DRAIN NC NOISE CRITERIA COP COEFFICIENT OF PERFORMANCE O/A OUTSIDE AIR DB DRY BULB OBD OPOSITE BLADE DAMPER DIA. DIAMETER PD PRESSURE DROP. E EXISTING TO REMAIN R EXISTING TO BE RELOCATED EER ENERGY EFFICIENCY RATIO R/A RETURN AIR EDH ELECTRIC DUCT HEATER RLA RATED LOAD AMPS. EF EXHAUST FAN SEER STANDARD ENERGY EFFICIENCY RATIO ESP EXTERNAL STATIC PRESSURE TSP TOTAL STATIC PRESSURE F FILTER VD VOLUME CONTROL DAMPER FD FIRE DAMPER VFD VARIABLE FRECUENCY DRIVE FLA FULL LOAD AMPS. WB WET BULB FMS FLOW MEASURING STATION IPLV INTEGRATED PART -LOAD VALUE. NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN. NOTE: EXISTING AIR CONDITIONED BUILDING, ENERGY CALCULATIONS NOT REQUIRED PER FLORIDA ENERGY CODE 101.5.1. I>SUF,D FOR M RMIT' 17-03-09 ONS1'RUCTION ISSUED - � � P C A G 'O YL. F � roV C.0 " 2 x t'Jr vyO � �L°a vU � o � 4 m L J Q N Q zg o� � �w ax z C H a q 0 O a „J w Icy, ni as O F U a W z a ^> projt. no.: 2009-0325 project manager: p.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet M 0.1 L!proqject it 1 3 q 7 8 9 10 I ROLL UP DOOR PROVIDE INSULATION AA e 250 140 A M 91 200 dli w❑ Er Ti _ o N SCOP OF WORK CU T❑D EF A ROOF CAf e S 50 C❑NFEREN E MATERIALS(FIRE A A MATERIALS MA ERIALIS MATERIAL MATERIALS � AA RISER ROOM EA Y I Y I 120 N A 400 150 i60 ® 140'; I e 120', Iri Li 250 250 m PRACTICE I AREA 4 N A 4aD 16 6 E 250 C❑NFEREN E 0 A 400 4� 180 160 N 14 A e C❑NFERE CE c} � -¢ A 120 400 A_ 250 250 425 350 e AA 145D 1AA 45D EXISTING'=, EXISTING 4z5 EXISTING RTU - 11 i ;A o Mu- 8 AA Gsxzo 3 2 DD 260 ,4'Aao G- T 26X2�DG_ dTn26X20 , 2 Do 1 --, 2 DD A HQNIMAL pLAN - (a fig'=i'—D' NORTH 01 0 O F- W A y F- W ir II o Z A IM IM - CONFERENCE i S --, EXISTING 26X20 I RTU - 27 26X20 � C ` Ncethipeg 15 F o ki O X O O roc❑ �� IN a CON �a a G o CT' 17 x w OP C ,z i5 300 u ¢ aP1 0 m N C❑NFERENC EsLc PLANS AND ND SU ALL pR QUIRED Y CORREC � RK MAYBE B� F►ELp I NSPE NS C ARPLy w�H ALL I N ORDf RS To T APPLICABLE CODES. !� A IF ' Fri CONFERENCE C4 UO a U A 11 a VLO as TI❑ AL OFFICE 0H 9 t0 rT, A 1 rT, Z 3JA i AL ❑FF CE hi .o a I� ro t no • 2009-0325 1AQ MOTE I OF E - BE NG THERMOSTATS AND RELOCATE [OORDINATEDWITH OWNER. PERMIT project manager: P.F. checked by: B.B. scale. AS NOTED date: 12-102-09 .c sheet M 2.1 12-02-09 project FAN SCHEDULE SELECf10N DATA FAN DATA MOTOR DATA QENBIAL DATA TAG SERVICE AREA MANUF.(*) MODEL CONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE WEIGHT IMENSIONS OPENING (LBS) L"xW"xI L"xW" CONTROL ACCESSORIES EF-1 BATHROOMS GREENHECK SP-290 CEILING 300 .25 2.5 81 WATT 1050 DIRECT 120/1/60 21 12X14X12 * LIGHT INTERLOCK 1-9 (*) APPROVED EQUAL MANUFACTURER: COOK, TWIN -CITY, ACME, PENN ACCESSORIES NO GENERAL FAN NOTES: 1. PROVIDE GRILLE COLOR PER ARCH. SPECS 2. PROVIDE BACK DRAFT DAMPER a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED) AND ALL EQUIPMENT 3. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THERMAL OVERLOAD PROTECTION, NORMAL POWER AND EMERGENCY POWER WIRING BY ELEC. CONTRACTOR COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ANY PURCHASING. b. ALL CONTINUOUS -DUTY MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION 6. PROVIDE COMPLETE WITH FILTERS ACCORDING TO NATIONAL ELECTRICAL CODE PAR. 430-32. 7. PROVIDE BIRD SCREEN C. FIELD ADJUST OPENINGS WITH STRUCTURE. 8. LOCATE BACK DRAFT DAMPER AT DISCHARGE d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE 9. SUPPORT FROM STRUCTURE COMPLETE WITH VIBRATION ISOLATORS ORDINANCE OR NOT EXCEED A NOISE LEVEL OF 65dB AS MEASURED e. f. g. RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECS. TAG CFM TAG MANUF A TITU'. B TITUs, (*) EQUIVAL GENERAL 1. PROVIDE 2. PROVIDE 3. REFER 1 4. CONTRAi 5. FLEX DU TAG CFM TAG MANUF. AA TITU BB MS/ (*) EQUIV GENERAL. N07 1. REFER TO 2. CONTRACT 3. PROVIDE II UNCONDITI A/C UNIT TAG EXISTING RTU UNIT SCHEDULE `77ems_._ ��.. �. 7_. 1.... _�_..-" " .. �s�.�� - ' " -- Qt ar � RTU-5 RTU-8 RTU-11 RTU-27 MANUFACTURER k. AAON AAON AAON AAON MODEL 14398 (RK10) ......... icwr ..n, v.... . x.. 13990 (RK10) «:..M „, a✓ `N:t"_ �`t. 14398 (RK10) .,., dj'L C:44 13990 (RK10) w«. 4ry d .,P TOTAL SENSIBLE C P. MBH. 97.2 80.4 79.0 90.2 TOTAL COOLING CA MBH. 115.4 109.7 110.9 116.8 ENT. AIR TEMP D. W.B. 'F 77.1/64.7 78.7/65.9 80.9/67.4 79.1/65.0 LEAV. AIR TEMP D. ./W.B. 'F 56/55 55/54 56/55 55/54 SUPPLY AIR CFM 3200 3200 3200 3200 OUTSIDE AIR CFM 300 305 370 450 VOLTAGE _ _ MCA/MOCP SEER/EER _ _ - OPERATING WEIGHT -BS. DIMENSIONS L x W H (IN.) ROOF OPENING (IN. REF-ABS. NOMINAL TONNAGENO. OF COMPRESS S COMP. R.L.A. EACH NO. OF OUTDOOR F NS FAN FLA. EACH - INDOOR FAN TYPE FAN E.S.P. (IN. W.G- .7s FAN H.P./B.H.P. FAN F.L.A.- COIL ROWS/FPI - HEATER TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC HEATER K.W. ® RA D VOLTAGE - _ _ NO. OF STEPS 2 2 2 2 FILTER TYPE/EFF. 2" AL. METAL MEDIA 030% 2" AL. METAL MEDIA ® 30% 2" AL. METAL MEDIA 030% 2" AL. METAL MEDIA ® 30% NOTES: 1. VERIFY EQUIPMEN 2. ADJUST MOTORIZI CONDITION AND INFORM CONDITION DAMPER TO THE REQUIRE OUTSIDE AIR. THESE PLANS AND ALL I zoPOSED, WORK AND SUBJECT TO AN CC RRECTIONS REQUIRED BY FIELD It 3PEC3ORS THAT MAYBE NECESSAR COMPLY WITH ALL AP IN, LIC )RDER TO BLE CODES. Iz H d U o � w Q' �4 a F U � W � 1 � A U H U �r z ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED - projt. no.: 2009-0325 project manager: P.F. V-- checked by:vu B.B. scale: ^ AS NOTED date: 12-02-09 sheet M691 project — — — — — — — — — — — — — — — — — — — — — — — — — — — AIR FLOW —3 — — — — — — — -------------------- SUPPLY DUCT APPLY DUCT SEALER ALL AROUND STAINLESS STEEL A4 DRAW BAND SPIN —IN BELL MOUTH FITTING WITH MANUAL FLEXIBLE DUCT RUN VOLUME DAMPER Y YPICAL FLEX DUCT CONNECTION DETAIL NOT TO SCALE LOCKING QUADRANT TO BE EXPOSED — FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER — TIE TO STRUCTURAL SUPPORTS 2" WIDE METAL BAND SUPPORT SQUARE TO ROUND ADAPTER — SUSPENDED TYPE CEILING SYSTEM GALV. STEEL ROD OR NYLON DRAWBAND AND STRAP SUPPORTS PER MASTIC AT EACH CONNECTION SMACNA STANDARDS SIDE TAKE —OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE SQUARE TO ROUND MAIN SUPPLY AIR ADAPTER — DUCT, SEE PLANS FOR TYPE AND INSULATION GYPSUM BOARD L L CEILING X 1/8" GALV. PER SMACNA UCT WITH DRAWBAND AND SEAL C OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE LOUVERED FACE CEILING DIFFUSER WITH 2' X 2' LAY —IN ALUM. PANEL LOUVERED FACE CEILING DIFFUSER TYPICAL NDIFFUSER DETAIL TO SCALE II I DIRECT DRIVE OR ADJUSTABLE PITCH MOTOR SHEAVE AS REQUIRED MOTOR AND DRIVE OUT OF AIR STREAM MOTOR DOME RUBBER ISOLATOR ALL ALUMINUM WHEEL HUB & HOUSING DISCHARGE DOME W/ BIRDSCREEN RUBBER GASKET BETWEEN CURB & FAN HOUSING 7, ANCHOR FAN TO CURB WITH LAG SCREWS PER�. STRUCTURAL PLANS OR MIN. (2) ON EACH SIDE RUN FLASHING UP UNDER FAN BASE I EXHAUST AIR DUCT TYPICAL INSTALLATION NOTES (A) RETAINING ANGLES: MINIMUM 1-1/2" X 1-1/2" X 0.054 (16 ) RETAINING ANGLES MUST OVERLAP STRUC URE OPENING 1" MINIMUM AND COVER CORNERS OF OPE IINGS AS SHOWN. (B)CLEARANCE: 1/8" PER LINEAR FOOT BOTH DIMENSIONS D T SHALL ATTACH (C) STEEL SLEEVE: TO E EEVE (STYLE "B') (D) APPROVED FIRE DAMPER, CURTAIN BLADE YPE WITH 165' FUSIBLE LINK (E) SECURE RETAINING ANGLES TO SLEEVE NO. 10 STEEL SCREWS (B) (F) SECURE DAMPER TO SLEEVE ON 8" CENTE S WITH NO. 10 STEEL SCREWS (G)CONNECT DUCT TO SLEEVE WITH BREAKA Y (H) CONNECTION (H)FULLY GASKETED HINGED CAM LOCK FIRE AMPER ACCESS DOOR. LABEL "FIRE DAMPER ACC S". /c NOTE ALL SMOKE AND FIRE DAMPERS (G) (UNDER 16" IN HEIGHT) SHALL BE (A) — OVERSIZED BY 2" AND TRANSITIONED (E) — DOWN TO DUCT SIZE TO MAXIMIZE FREE AREA. NOTE DETAIL SHOWN FOR REFERENCE ONLY FOR ATTACHMENT PURPOSES. CODE COMPLIANCE SHALL BE DETERMINED AND VERIFIED BY A LICENSED STRUCTURAL ENGINEER. UL APPROVED DISCONNECT SWITCH UNDER HOOD MOTOR VENTILATION OPENING PRE—FAB CURB 12" ELECTRICAL WIRING HIGH (BY OTHERS) CANT STRIP ROOF FELT FLASHING OVERLAP ROOFING SET CURB IN ROOFING CEMENT AND FASTEN TO ROOF DECK W 1/4"01-3/4" EMB TAPCON SCREWS ® 12" OC ALL AROUND. ROOF STRUCTURE XHAUST FAN D NOT TO SCALE OPENING TO BE LINED WITH FIRE RESISTIVE MATERIAL OF RATING SEE ARCH. EQUAL TO THAT OF THE WALL FIRE RESISTIVE MATERIAL FIRE DAMPER SLEEVE BREAK —AWAY CONNECTION DUCT ' Y Q a. a SEE L FIRE RESISTIVE MATERIAL METAL STUD AROUND (D) j PERIMETER OPENING i _J L' (F) I METAL STUD ^e 4 " DUCT ea a (A) STYLE "B" DYNAMIC FIRE D NOT TO SCALE THESE PLANS AND ALL PROOPOS RR TI NS AND''SUBJEBy TO ANY REQUIRED BY FIELD INSPECT S � MAY BE NECESSARY IN OR C pES. COMPLY WITH ALL APPLICAB NV1 CT®p CC,hV F� N O aL, �O � , � ax F � W 4 p � m _o w �7 �z Z Q o7 u Q9 2 �W a g� za a aq` SEE O H_ ,u Q� C------------- O w CONCRETE OR MASONRY a a F ER DETAIL z o w A U UUC G� U r-` O il� ISSUED FOR PERMIT h_po.p9 L CONSTRUCT [ON ISSUED _ projt. no.: 2009-0325 project manager: P.F. checked by: B.B. scale: �mm12-02-09� AS NOTED date:�N sheet M7.1 project LIGHTING FIXTURE SCHEDULE LAMPS BALLAST SYMBOL TYPE DESCRIPTION VOLTAGE MOUNTING REMARKS NO. I TYPE I WATT TYPE (D 0HB032OPSM-AR19 1 PSMH 320 ELECTRONIC 277 JOIST SUSPENDED (D PSMH 250 ELECTRONIC1 ELECTRONIC 277 WALL SURFACE ® SINGLE FACE THERMOPLASTIC EXIT SIGN/UGHT WITH WHITE HOUSING AND RED LETTERS. PROVIDE DIRECTIONAL ARROWS AS INDICATED. MCPHILBEN "CXXL7" SERIES. PROVIDE FIXTURE WITH A - LED - _ DUAL UNIVERSAL 90 MINUTE BATTERY BACK UP. NOTES: O VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. GENEREAL NOTE: NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED O MOUNT AT 7'-6" ABOVE STAIR LANDING. IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER. PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. O O INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS WITH BOTTOM OF FIXTURE AT 10'-0". FIRE ALARM NOTES 1. ALL NEW EQUIPMENT AND DEVICES SHALL BE U.L. LISTED FOR FIRE SERVICE AND SHALL BE COMPATIBLE WITH THE EXISTING SYSTEM IN USE 2. ALL WIRING AND CONDUIT TO CONFORM TO N.F.P.A. 72 AND N.E.C. ARTICLE 760. WIRING SHALL BE SOLID COPPER OR STRANDED COPPER WITH A MAX. OF 7 STRANDS FOR 16 GA AND 18 GA, STRANDED COPPER WITH A MAX.OF 19 STRANDS FOR SIZES 14 AND LARGER PER N.E.C. 760 AND N.F.P.A. 70. 3. ALL FIRE STOP PENETRATIONS SHALL BE MADE WITH APPROVED (NEC) METALLIC CONDUIT AND SHALL BE SEALED WITH A U.L. APPROVED FIRE R STOP MATERIAL. (SEE FIRE STOP DETAIL) 4. COLOR CODING MAY NOT APPLY TO EXISTING SYSTEMS. LABEL EXISTING WIRING ACCORDINGLY. 5. ROUTING OF THE FIRE ALARM SYSTEM CONDUIT IS DIAGRAMMATIC ONLY, VERIFY EXACT LOCATIONS PRIOR TO STARTING WORK. 6. ALL FIRE ALARM NOTIFICATION APPLIANCES SHALL ACTIVATE UPON INITIATION OF THE GENERAL ALARM. 7. ALL FIRE ALARM AUDIBLE SIGNALS IN OPEN AREA SHALL HAVE A THREE PLUS TEMPORAL PATTERN. 8. ALL FIRE ALARM AUDIBLE SIGNALS SHALL HAVE A SOUND LEVEL OF AT LEAST 15 dba ABOVE THE AVERAGE ABMBIENT SOUND LEVEL. 9. MANUAL STATIONS TO BE INSTALLED AT 48" INCHES A.F.F. 10. MOUNT FIRE ALARM SYSTEM AUDIBLE/VISUAL SIGNALS (COMBINATION DEVICES) SUCH THAT THE ENTIRE STROBE LENS IS 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. 11. MOUNT FIRE ALARM SYSTEM STROBES SUCH THAT THE ENTIRE STROBE LENS IS 80" A.F.F. OR 6" BELOW CEILING, WHICH EVER IS LOWER. 12. SMOKE DETECTORS TO BE INSTALLED AS REQUIRED BY N.F.P.A. 72. 13. THE FIRE ALARM PANEL MUST HAVE AN EARTH GROUND CONNECTION AS REQUIRED BY THE SYSTEM MANUFACTURER, AND N.E.C. ARTICLE 760. MINIMUM WIRE SIZE IS 8 AWG FOR GROUND CONNECTION. (NOTE PANEL NEUTRAL OR CONDUIT GROUND IS NOT ACCEPTABLE 14. A GENERAL ALARM SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY PULL STATION, FLOW SWITCH OR DETECTION DEVICE. 15. A TROUBLE SIGNAL SHALL BE ANNUNCIATED UPON FAILURE OR REMOVAL OF ANY DETECTION OR MANUAL DEVICE. 16. A SUPERVISORY SIGNAL SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY FIRE SPRINKLER SYSTEM TAMPER SWITCH. 17. HVAC DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE FIRE ALARM CONTROL PANEL AND SHALL INITIATE A SUPERVISORY SIGNAL ONLY. 18. ALL FIRE ALARM SYSTEM DEVICES INSTALLED FOR THIS SPECIFIC PROJECT SHALL BE U.L. CERTIFIED. 19. ALL FIRE ALARM INITIATING DEVICES SHALL BE ADDRESSABLE AND ALL FIRE ALARM CIRCUITS SHALL BE CLASS "B", STYLE "C". 20. SECURITY LOCK SYSTEM (BY OTHERS) SHALL BE TIED INTO FIRE ALARM SYSTEM. EMERGENCY EXITS SHALL UNLOCK UPON RECEIPT OF ANY FIRE SIGNAL OR LOSS OF PRIMARY POWER. 21. PROVIDE CERTIFICATE OF COMPLETION AT THE FINAL INSPECTION OF THE FIRE ALARM SYSTEM. 22. FIRE ALARM CONTRACTOR SHALL PROVIDE A DETAILED SET OF SHOP DRAWINGS (INCLUDING DEVICE CUT SHEETS), A COMPLETE POINT TO POINT WIRING DIAGRAM, FLOOR PLAN DRAWINGS INDICATING ALL DEVICE LOCATIONS AND NUMBERS, COMPLETE BATTERY CALCULATIONS AND COMPLETE NOTIFICATION APPLIANCE CIRCUIT CALCULATIONS (FOR THE SYSTEM TO BE INSTALLED) TO THE BUILDING DEPARTMENT (AUTHORITY HAVING JURISDICTION) AT THE TIME OF APPLICATION FOR BUILDING PERMIT. 23. PROVIDE THE OWNER WITH A COMPLETE FIRE ALARM SYSTEM AND INSTALLATION MANUAL COVERING MANUAL COVERING ALL SYSTEM EQUIPMENT INSTALLED FOR THIS PROJECT. KEEP AT THE MAIN FIRE ALARM CONTROL PANEL. N FIRE ALARM SYMBOLS OP FIRE ALARM MANUAL PULL STATION. EST #SIGA-27B OP PHOTOELECTRIC SMOKE DETECTOR. - - TOR. EST #SIGA PS/SIGA SB4 01 IONIZATION SMOKE DETECTOR. EST #SIGA-IS/SIGA-SB4 ODD DUCT SMOKE DETECTOR. EST #SIGA-DH/PS/SB, 24 VOLT OR/F HEAT DETECTOR (185' F). COMBINATION - RATE OF RISE AND FIXED TEMPERATURE. EST #SIGA-HRS/SIGA-SB4 FACP FIRE ALARM CONTROL PANEL - ADDRESSABLE. EST #QS/EST2 RPs I REMOTE POWER SUPPLY. EST #BPS10 FSA FIRE ALARM SYSTEM ANNUNCIATOR. EST #QSILSRA ACT ALARM COMMUNICATOR TRANSMITTER. EST #DLO EWL "EL1" EMERGENCY WARNING LIGHT. EST SERIES 75 cd FIRE ALARM HORN / STROBE COMBINATION. EST #G1RF-HDVM HER. NUMERAL ADJACENT TO DEVICE INDICATES CANDELA RATING. 75 cd FIRE ALARM STROBE. EST # G1RF-VM HER NUMERAL ADJACENT TO DEVICE INDICATES CANDELA RATING. FIRE ALARM MINI -HORN. EST #G1RF-HD MOUNT AT 80" A.F.F. OR 6" BELOW CEILING WHICHEVER IS LOWER. pp J� FIRE ALARM FLOW SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) FIRE ALARM TAMPER SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) b FIRE ALARM MAGNETIC DOOR HOLDER. EST #15DD SERIES RT REMOTE TEST. EST #SIGA-DTS CR CONTROL RELAY MODULE. EST #SIGA-CR (FAN SHUT DOWN) �M MONITOR MODULE, PROVIDE ONE FOR EACH FLOW SWITCH, TAMPER SWITCH AND AIR DUCT SMOKE DETECTOR. EST #SIGA-CT1/CT2. KB BUILDING KNOX BOX. FLUSH MOUNTED +60" AFG. KNOX COMPANY 4400 SERIES. ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL TIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRETED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH AL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISION AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANC S OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW E UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIG kLING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. 2004 EDITION 10.INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF FT. PIERCE BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2004 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. TH CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL :YSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WOR14 qG ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROh A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL NCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AN PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQ UI VIENT. J. THE TERM "P ROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES E CONTRACTOR SHALL FURNISH AND INSTALL. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH "THHN-THWN" INSULATION UNLESS OTHERWISE NOTE . B. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HU IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. C. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED "SWD". D. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAK S. E. PANELBOARDS AND LOAD CENTERS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT ON. 3. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG IN. 4. ALL CIRCUIT BREAKERS SUPPLING 125 VOLT, SINGLE PHASE 15 AND 20 AMP OUTLETS DWELLING UNIT BEDROOMS SHALL BE ARC -FAULT CIRCUIT INTERRUPTER TYPE. 5. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUI BREAKERS. 6. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 7. PANELBOARD ENCLOSURES SHALL BE FURNISHED WITHOUT PRE -PUNCHED CONCENTRIC NOCKOUTS. 8. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1 ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 9. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CI CUIT DESIGNATIONS. F. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK ENCL URES AS REQUIRED BY EXPOSURE. G. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED, WITH OVERLOAD RELAYS IN EACH HOT LEG. H. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. I. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COL UNLESS OTHERWISE NOTED. FACEPLATES SHALL BE SMOOTH, WHITE NYLON. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 120/240 VOLTS, 1 PHASE, 3-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK AND I RED GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. BRANCH CIRCUIT WIRING AND SERVICES (#6 AND LARGER) SHALL BE COLOR CODED AT LL PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLORED MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED OR SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTI . ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRE ION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USI SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE R THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVESUSPENDED CEILINGAND AS APPROVED BY T E AUTHORITY HAVING JURISDICTION. 4. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS AC( --PTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS A CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTH RITY HAVING JURISDICTION. 5. TYPE NM (NONMETALIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR I 3E AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCE ED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE Ld rEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED B ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PR RESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TEL HONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WOR G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF HTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH ORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY C1 TROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE NTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SC IEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING NDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS G EATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WI E SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND 1 10 (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREV NT VOLTAGE DROP EXCEEDING 27. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON A ITUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIRE ENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORM R SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONT �0ETo R SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION.Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PROCEEDING WITH ANY WORK. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E1.1 PHOTOMETRIC PLAN E2.1 LIGHTING PLAN E3.1 POWER PLAN E5.1 ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. { TELEVISION OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. r MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. (f11 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF ii OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. �GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. 20 AMP DUPLEX {R} RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER iT SEE ARCHITECTUAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ®i 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE Q JUNCTION BOX EF EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $3 3-WAY, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) t= ABC FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING II�M As FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM O ELECTRICAL PANELBOARD WP WEATHERPROOF VC TIME CLOCK A.F.F. ABOVE FINISH FLOOR 9❑ PUSH BUTTON #-TESL PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. CONTRActoR . ISSUED FOR PERMIT 12-02-09 E7___. CONSTRUCTION ISSUED - I � ^ f oa a �nwoo E¢ W�P ci)C c Ica c.8 ou t� v F F v u c 4� z u 2 lal za z I -I O uS Fn Cn U �- z O a. W r� V z U U � A 0. 0 ...... _ � � - -----_-._,- projt. no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet �E0.1 k project j i Ili i J 10 �l 1: 1 _ A R❑L UP DOOR 24.8 30 .7 7 37.6 40 ''. 0 36.3 28.7 3 .8 3 9 35.6 22 AA II 31 .0 3 4 Y 6�2 A44.4 4 .1 4 .3 40.2 32.9 25. CONWRENCE -C;ti SCO bF WORK 3 7 39. 5 .6 5 .9 4"i - .5 pp 3 .0 43. .8 5 5 .3 52 .2 96.7 40. � C C 0 4 U .l 47 5 7.2 4. 7 w 2 56.9 3.� 9 .� 4 W V O 24.5 2 .6 4 38.0 33.9 34.3 39.0 3 .9 3 4 .0 6. 4 •7 7 3 5 .8 .. �RTAL 51.5 52. 6.5 5 .1 5 .l f�A•�E��•r� S �'lA E'RI�1 • ��k s4.2 4s.s 40. z � � � TEs�•1°AL� f�A``fE�F�iL� ^I �7 �I 30.3 3 .7 •4 46.3 41.9 .6 43.2 44.5 4[. 6 46.3 41.9 41*0 4 .7 45. 42.1 46.5 4 .6 46.2 45.7 2.6 5 .9 52.3 s1.9 57:,6 9.2 5 .2 5 .4 C 9 � � � a C C� F E E�1 CU am 37.5 9 6 4 55.3 50.1 50.7 57.3 5 0 5_L5�53�2 ,7 5,L4T5Q J , 53,7 6 3 59 � 50 � 55 g�5 �4 � ��,,9�9.5 6 .5 55 6 54.7 58 8 7.1 5 .7 5 .1 54.9 49.6 40. 40.1 4 .2 3 54.6 56.3 61.8 58.5 53.1 56.9 61.6 57.1 53.3 59.0 6 .6 57.3 55.3 61.5 62.8 56.4 55.1 58.2 4.9>AA 4 .7 5 .l 50.3 45.5 37. THESE PLANS AND ALL PROPOSED WORK AND SUBJ CT TO ANY CORRECTIONS 38.41 4 .7 .7 55.7 51. 52.3 57.7 5 .7 5323 54'.8 58.9 56.5 5�.1 55.2 58.9 55.3 52.4 56.9 59.6 55.6 53.8 58.3 5 .2 53. 52.9 56.8 6.8 5 .3 5 9 54.9 49.0 40. REQUIRED iBYFIELD iNSPECTORSTHAT �J (I} �i ¢ MAY BE �ECESSARY IN ORDER TO C❑ N F� R E N C E COMPLY WITH ALL APPLICABLE COD 40.0 47.7 .9 57.9 53.7 �I 2 55.6 571,.3 ',6 .6 59.0 54.6 ES CC�NF�E ' • IVC it 57.8 6 .6 58.0 54.7 59.4 6 .3 57.7 55.8 60.7 6 .4 55 4 54.1 59 3 60.2 5 .4 5- 6 60.5 53.5 44. � FC7-i 43.9 51.7 1 .1 63.4 58.2 I! 58.9 63.7 6 .5 60.0 62I,.3 16 .1 69.9 59.5 63.3 63.2 63.6 59.6 -.- 65.1 6 .7 63 .0 60.5 66 .2 6 .0 59.9 58.3 61. .�i b PRACTICE AREA Q O o 43.8 51.7 .0 63.2 58.4 59.0 65.0 6 59.6 62,.4 6 .0 65.7 60.5 b3.9 6 .2 64.3 60.4 65.5 6 .6 63.5 61.1 66.2 6 .8 60.2 58.1 60.5 7.1� 51.9 5'W a w 40.3 47.8 .6 58.7 54.2 54.3 59.5 5 .7 55.0 57.1 63.4 61.4 56.2 59.8 63.9 60.3 56.2 61.1 6 .9 59.4 56.9 61.8 62.4 56.2 54.2 58.2 58.2 5.2 55 0 54.8 48.6 40. I U a PTI❑ AL OFFICE OOn 34.8 40.7 .5 '49.0 45.6CrLJ4�+r � C .0 46.3 48..0 53.3 51.7 47.5 50.5 53.5 50.8 47.6 51.4 53.7 50.2 48.1 52.4 5 .1 48.6 48.5 54.0 6.0 5 .3 57 4 58.8 52.0 43. U iV 30.6 35.0 N .5 39.5 38.2 38.7 4.4 4 .7 39.3 40.2 43.1 42.4 40.6 41.7 43.3 42.0 40.7 42.3 43.5 42.0 41.0 42.9 43.5 42.1 44.0 47.9 17.3 4 5 .5 50 PfIdNA�'2 ❑ CE a . 8 2 .2 28.3 .5 28.3 2 1 28.6 6 28.4 2 4 28. 28.9 28.7 29.0 30. 33.9 36.''9 4.� 3 3 39 5 40.9� 37.0 29. a J... 21. 24.4 1 25.6 26. 26.8 26.5 2 7 27 W C 4.2 27.3 33 135.1 31.3 24. H 3 O _w x 'I Luminaire Schedule Project: GREEN COLLAR COALITION 320 REVI Symbol Qty Label Description NOTE Ltmens LLF Watts Cutoff Class O33 A HB032OPSM-AR19 33000 0.750 458 Semi -Cutoff 7 B. 141-FT-25OPSME 2 000 0.750 292. Full Cutoff Calculation Summary Project: Project -I Label Avg Max Min Avg/Min .Max/Min Room Floor 49.32 1 68.7 21.6 2.28 3.18 prop no 2009 025 protect manager:•F ll ll O ll O Il V ll E Il 010-11 F1 L A N checked by: BB. scale: AS NOTED date: 12-02-109 sheet ELI ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED ®� project ' gill 1 3 4r 7 8 10 ` 11 1 77 I A Rod UP DOOROVERRIDE sWlr CONFERENCE d 1 ' I -7 oT IN NISE H_C __.. --- sco� or WaRx us �N I "r.- 1 I I roa �j- ME N . 1 I . O M / eQ W x _a d C L W �L Mi T' ALIS MATERIALS MA ERIAO,, MATERIALS MAT IALt 1 / CONFERENCE j C❑NFEREN�E - - H 1 H-3 H 5 II DoI' 1 1 1 I 1 1 I I I I QPY 0 0 0 0 0 o CST ACT�R C❑NFE N E WO 1 I I I I 1 PR®Po EGt1� CONFER ENC I I I I s�,NaPpPl�co ogs� t - P1 �\j® \N$PE DER19 OVERRIDE SWITCH F RACTICE AR A H �UR�pey��S Y\c+ R \ v NE �� PPP\\c ; 1 l ► _ c MP\V W 01 /N �ICAL} 1 C❑NFE ENC i ► i i i ❑ TI❑NAL ❑F[ICE 1 1 1 1 1 1 1 I❑ TI❑NAL ❑E(ICE TYPICAL - G B , VERRIDE TC / III I N� I PLAN h��1T0N� PLAN KEY NOTE OCIRCUIT THRU LIGHTING CONTAC SHEET E5.1 FOR DETAIL. R LC-1. SEE i ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED 3 x—� �s3 — a i III ' 1 7 O 'I III cy 0 I II I I 10 c 11 1 �� I I � I I II II p A I I 75cd R❑L UP DOOR a L-13 IIl I 0 A II Mf(, 75c R , C _ 15 ❑NEE R ENC GFI I i FWA�RQ oY iN _ 'IS H C,_._ - / SCOP OF WORK ----.._.- ---._-.-.._ -.--.. _._ O r y W-s18 US N B.,� o ; /'N 'M%� GFI onxv c .b96 W-10.12 1 0 �`75c m t T e-0 M� r I W-14,16 L 0.1 5cd W-18.20 A F CsFI �wN c�uo I cm W-2$24oCOaCoIN Gri N 75cd I o w —wa UU tt w C HKVK ti F L d I O U w r a O _ 75cd L-17 L— 4� o`75c c zw I z TERIALIS MATERIALS MA ERIALIS MATERIALS MATERIAL o C❑NEERENC CONFERENCE l L-,9 L-1 I I I I ✓ 5 AFF ¢° z 75cd 5AFF a ro L-21 O 5' AFF �, II L-23 I II I BUSSWAY L_3 F; —11 III 04 C❑NEERENC CONFERENCE z tH\ p NNOV opps6D �i 'Move 7 cd L-s.a :VICws—L PRACTICE PAD s000o OFQ R F D g�®JF \E\D DECO AU\Rg� �ECEss p GP$�E �s O o a 00 od V W\'(N L s w COW- 7 I �I as ❑PTI❑NAL OFFICE O CONFERENCE J BusswnY L_7 Z 38,40,42 L-2.4 ❑PTI❑NAL ❑F ICE rr�� 5' AFF L-5 18" AFF 00 75cd a 75cd P4 P Py [IS p of . no.: 2009 0325 project manager: P.F. pO N I RE5' PLAN I ' checkedl'b I Y B.B. scale: AS NOTED GENERAL NOTES KEY NOTES date: l2-0 '- 2 os 1. CONTRACTOR TO CONNECT NEW FIRE ALARM BUSSWAY DEVICES TO EXISTING BUILDING FIRE ALARM AND DEVICES ON CONTROL PANEL. VERIFY EXACT LOCATION AND O BUSSWAY TO BE PROVIDED BY PANEL LOCATION IN FIELD. LOCATION IN FIELD. OTHERS. COORDINATE EXACT sheet I III II E3.1 - ! —ISSUED F IOR PERMIT1202-09 L, CONSTRUCTION ISSUED _ project Ilf I SCHEDULE OF BRANCH CIRCUIT PANEL TWA MAIN: 800 AMP / 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 208/12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT MOUNTING: SURFACE AIC SYMM: 22,000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT TRIP COND. GND. WIRE DESCRIPTION SPARE - - - 25 1 - 8.3 2 100 2 1-1/2- 1#8 2#3 WELDER DISC SPARE - - - 20 3 - 8.3 4 SPARE - - - 20 5 - 8.3 6 1001-1 2 2 1#8 2#3 WELDER DISC SPARE - - 20 7 8.3 8 SPARE - - - 20 9 - 8.3 10 1001-1 2 2 1#8 2#3 WELDER DISC SPARE - - - 20 11 - 8.3 12 SPARE - - - 20 14 100 2 1-1/2- 1#8 2#3 WELDER DISC SPARE - - - 20 - 8.3 16 SPARE - - - 20 - 8.3 18 1001-1 2 2 1#8 2#3 WELDER DISC SPARE - - - 2p 20 SPARE - - - 20 V - 0.3 -- 22 100 2SPARE 1-1 2 1#8 2#3 WELDER DISC SPARE - - - 20 - - 8.3 24 - - - 21 26 20 - - - SPARE SPARE - - - 20 --28 20 - - - SPARE SPARE - - - 20 - - 30 20 - - - SPARE SPARE - - - 20 - - 32 20 - - - SPARE SPARE - - 2O - - 34 20 - - - SPARE SPARE - - - 25 - - - SPARE SPARE - - - 2O - 21.65 2" 3#4 0 BUSWAY SPARE - - - 21) - 21.6SPARE - - - 20 W4563AMPS 54.8 54.8 PHASE 456.7 456.7 R PHASE164.4A xx-xx r'$-, WALL MOUNTED i-$ CIRCUITED NS SWITCH _ I SO THAT IF ANY ONE -$ DETECTOR IS ACTIVATED THE CONTACTOR IS --- J i RESET FOR NO MORE - �- ------ THAN 4 HOURS. OUTPUT TERMINAL - - i BLOCK o 1 I -�-� 16 Q 1 I 1 REMOTE INPUT o Zi II I TERMINAL BLOCK I • 110 b I I I I L L _JJ L------- I I COIL CLEARING _ �%CONTACTS F 1° C N 08 POLE, 30 AMP H-1 ---I1' I LIGHTING LIGHTING CONTACTOR MECHANICALLY HELD 2 SQUARED "LSERIES H-3 LIGHTING WITH COIL CLEARING CON- TACTS. H-5 --� �- LIGHTING O2 INTERMATIC ET7000C I .4 TIME CLOCK "T/C-1". H-7 ---�-{ LIGHTING SPARE I--� 51- SPARE 6 SPARE � SPARE SPARE -�7� SPARE 8 SPARE J SPARE L -- LIGHTING CONTACTOR "LC-1" NOT TO SCALE CHEDULE OF EXISTING DISTRIBUTION PANEL "SEW MAIN: 1600 SPEC: SQUA MP / 3 POLE, MAIN CIRCUIT BREAKER VOLTAGE: 480/277V, 30, 4 WIRE D TYPE 1-UNE OR APPROVED EQUIVALENT AIC SYMM: 200,000 DESIGNATION DESCRIPTION CIRCUIT BREAKERFEEDER A PHASE KVA B PHASE KVA C PHASE KVA NOTES TRIP POLES SE-1 ]STING BREAKER 800 3 - 76.8 76.8 76.8 SE-2 ISTING BREAKER 600 3 - 57.6 57.6 57.6 SE-3 ISTING BREAKER 400 3 - 48.0 48.0 48.0 SE-4 W PANEL H 600 3 2 SETS - 4-350MCM & 1 1G - 3 69.3 66.6 66.5 NOTES: 248.9 KVA PER PHASE 898.5 AMPS PER PHASE �i4 749.6 TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL "H" MAIN: 40 SPEC: SQ MOUNTING: FL AMP / 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 480/277V, 30. 4 WIRE ARE D TYPE "NF" OR APPROVED EQUIVALENT H AIC SYMM: 36.000 DESC TION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION LIGHTING 2 12 1 2 20 1 3.4 - 2 20 - - - SPARE LIGHTING 12 12 1 2 20 3 3.4 - 4 20 - - - SPARE LIGHTING 12 12 1 2 20 5 3.3 - 6 20 - - - SPARE LIGHTING 12 12 1 2 20 7 1.5 - 8 20 - - - SPARE SPARE - - - 20 9 - - 10 20 - - - SPARE SPARE - - - 20 11 - - 12 20 - - - SPARE SPARE - - - 20 13 - 14 20 - - - SPARE SPARE - - - 20 15 - - 16 20 - - - SPARE SPARE - - - 20 17 - - 18 20 - - - SPARE SPARE - - - 20 19 - - 20 20 - - - SPARE SPARE - - - 20 21 - - 22 20 - - - SPARE SPARE - - - 20 23 - - 24 20 - - - SPARE SPARE - - - 20 25 - 26 20 - - - SPARE SPARE - - - 20 27 - - 28 20 - - - SPARE SPARE - - - 20 29 - - 30 20 - - - SPARE SPARE - - - 20 31 - 9.6 32 110 3 -1 4 1#6 3#2 PANEL "L" VIA 75 KVA XFMR SPARE - - - 20 33 - 8.4 34 SPARE - - - 20 35 - 8.4 36 SPARE - - - 20 37 - 54.8 38 350 3 3" 1#3 3#400 MCM PANEL " VIA 225 KVA XFMR SPARE - - - 20 39 - 54.8 - 40 SPARE - - - 20 41 - 54.8 42 69.3 66.6 66.5 KVA PER PHASE 250.2 240.i7240.0 AMPS PER PHASE 202.4 TOTAL KVA N SCHEDULE OF BRANCH CIRCUIT PANEL "L" MAIN: 80 SPEC: SQ MOUNTING: SU AMP / 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 208/12OV, 30, 4 WIRE RE D TYPE "NQOD" OR APPROVED EQUIVALENT ACE AIC SYMM: 22.000 DESC TION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION RECEPTACLES 12 12 1 2 20 1 1.2 2.5 2 0 2 3 4 1#10 2#10 RECEPTACLE RECEPTACLES 12 12 1 2 20 3 1.0 2.5 4 RECEPTACLES 12 12 1 2 20 5 1.2 2.5 6 0 2 3 4 1#10 2#10 RECEPTACLE RECEPTACLES 12 12 1 2 20 7 1.2 2.5 8 RECEPTACLES 12 12 1 2 20 9 1.2 2.5 10 0 2 3 4 1#10 2#10 INSTA-HOT RECEPTACLES 12 12 i 2 20 11 1.2 2.5 12 RECEPTACLES 12 12 1 2 20 13 1.2 1.0 14 20 1 2 12 12 WATER FOUNTAIN RECEPTACLES 12 12 1 2 20 15 1.2 - 16 20 - - - SPARE RECEPTACLES 12 12 1 2 20 17 1.0 18 20 - - - SPARE SPARE - - - 20 19 - - 20 20 - - - SPARE SPARE - - - 20 21 - - 22 20 - - - SPARE SPARE - - - 20 23 - - 24 20 - - - SPARE SPARE - - - 20 25 - - 26 20 - - - SPARE SPARE - - - 20 27 - - 28 20 - - - SPARE SPARE - - - 20 29 - - 3O 20 - - - SPARE SPARE - - - 20 31 - - 32 20 - - - SPARE SPARE - - - 20 33 - - 34 20 - - - SPARE SPARE - - - 20 3.9 - - 36 20 - - - SPARE SPARE - - - 20 37 - 38 20 - - - SPARE SPARE - - - 20 39 - - 40 20 - - - SPARE SPARE - - - 20 41 - - 42 20 - - - SPARE 9.6 8.4 8.4 KVA PER PHASE 80.0 70.0 70.0 AMPS PER PHASE 26.4 TOTAL KVA SCHEDULE OF DRY -TYPE TRANSFORMERS MARK KVA VOLTAGE MOUNTING SECONDARY FEEDER NOTES PRIMARY SECONDARY MARK BREAKER FEEDER T1A 225 480 VOLT 208 120 VOLT - T1A-1L 2 SETS 4-600MCM - 30,3W 30,4W O & 1 3 OG -4" T1B 75 480 VOLT 208 120 VOLT - T1B-1L O 4#4/O & 1fG - 30,3W 3A,4W INN 2-1/2 NOTE: OO PANE MAIN BREAKER IS TRANSFORMER SECONDARY BREAKER. GENERAL NOTES 1. PROVIDE SERVICE VERI DING EQUIPMENT CUTSHEETS FOR ATION. LOR COPY HESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO OMPLY WITH ALL APPLICABLE CODES. ISSUED FOR PHRNII'I' 13-02-09 CONSTRUCTION ISSUED - 4'1 c r- a, ^ L'A x y� L J oaf'% Q C m cu�'^. trip rl L F- F u a 0 e Q7 zW �a �z h a U F < C �w ¢� ua zJ. 1 Z Q U w a a F U � O W �A IW i� 104 ^ �� a3 _.r ..__ g� projt, no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 'sheet E591 project PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS AT EACH END. ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP TO FASTENERS ABOVE. (TYPICAL OF 4) 3/8" HILTY INSERT HDI-3/8". (TYPICAL OF 4) BAR JOIST STRUCTURAL SUPPORT SYSTEM. COLD WATER SUPPLY TO WATER HEATER HEAT TRAP EXP"TANK---)\ (OMIT IF HEAT TRAP IS AN INTEGRAL PART OF HEATER). HOT WATER TO FIXTURES AS SHOWN ON PLANS. PROVIDE FULL PORT BALL SHUT-OFF VALVES. PROVIDE PIPE UNIONS, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS. DRAIN VALVE BY HEATER MAUFACT. THERMOSTAT AND PRESSURE REGU- LATOR FURNISHED WITH WATER HEATER. 3/4" PLYWOOD BELOW rc- - WATER HEATER DRAIN PAN AS PLATFORM. 2" DEEP SAFEPAN. PROVIDE A DRAIN PAN, RUN OVERFLOW LINE TO EXTERIOR OF BUILDING AT 6" ABOVE GRADE OR NEAREST APPROVED WATER HEATER - MAXIMUM INDIRECT WASTE. OF 30 GALLON CAPACITY. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. SET HEATER THERMOSTAT AT 1207. PROVIDE A 2107 TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER HEATING INPUT. PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET RUN TO INDIRECT WASTE IN SAME ROOM OR TO OUTSIDE BUILDING 6" ABOVE GRADE WITH A VISIBLE AIR GAP IN SAME ROOM PER FLORIDA BUILDING CODE 2007 SEC. 504.6.1 `PROVIDE 2" CHANNELS WITH MINIMUM 2 COATS OF RUSTPROOF PRIMER SPANNONG BETWEEN THREADED RODS TO SUPPORT WATER HEATER SAFEPAN. WATER HEATER MOUNTING DETAIL NOT TO SCALE A � PROVIDE TEST TEE F WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH I' TFE JOINT COMPOUND. WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, - PROVIDE A ROUND 18 i GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. a CONCRETE FLOOR SLAB PLUMBING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 2007, APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE COLUMN OR PARTITION HIMSELF WITH ALL EXISTING CONDITIONS. AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL 3. ALL MATERIALS SHALL BE NEW. BE WITHIN 4" OF WALL SURFACE. PROVIDE 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST PIPE EXTENSION IF REQUIRED. CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL NOT TO SCALE SHUT-OFF VALVE VALVE COLD WATER T SUPPLY LINE. / \ 1" STAINLESS [� STEEL STAY -OPEN BALL VALVE. STAINLESS STEEL PULL -ROD. EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FO ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. S. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WAI R KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATIO AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALI )WS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR - -- TO INSTALLATION. 13.FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 20 u 1/2" STAINLESS 1-1/4" FEMALE STEEL STAY -OPEN INLET (PLUGGED). BALL VALVE. NOTE. STAINLESS STEEL BOWL EMERGENCY EYE WASH & SHOWER SAFETY t4 STATION SHALL BE A GUARDIAN MODEL #1991, CORROSTEELS AFETYION SSTATION ISTANT AALL-STAINLESSND TO BE AS SPECIFIED OR APPROVED EQUAL. ti 3 -1-1/4" OUTLET STAINLESS STEEL FLOOR FLANGE. FINISHED FLOOR \i EYE WASH AND SHOWER DETAIL SCALE NOT TO INLINE FLOW CONTROL - MOUNTING FLANGES (4`1 INSTANT -FLOW HEATER JUNCTION BOX o e c o 0 HOT COLD INLET MAIN 3/8" COPPER TUBING -1/2" ANGLE STOP VALVE COMPRESSION FITTINGS (2) INSTANTANEOUS WATER HEATER CONNECTIONS NOT TO SCALE PLUMBING SHEET INDEX SHEET# DESCRIPTION PO.1 PLUMBING NOTES, LEGENDS, AND DETAILS. P2.1 SANITARY PLAN P3.1 DOMESTIC WATER PLAN P5.1 PLUMBING ISOMETRICS PLUMBING LEGEND CO CLEAN OUT `r-� SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE S - - - si VENT PIPING COTC CLEAN OUT TO GRADE DOMESTIC COLD WATER PIPING FS FLOOR SINK - - --3 HOT WATER PIPING (110') CW DOMESTIC COLD WATER S ------5 HOT WATER PIPING (140-) HW DOMESTIC HOT WATER i-- - ---S HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING S-CDC CONDENSATE PIPING HB HOSE BIBS $-CA --- S COMPRESSED AIR PIPING VTR VENT THRU ROOF 5-T&P-S TEMPERATURE AND PRESSURE RELIEF �Q GATE VALVE S--SO STORM DRAIN PIPING D7Q GLOBE VALVE f•- G GAS PIPING CHECK VALVE f G-s PIPE RISE UP 4N pq GAS SOLENOID VALVE f-}j PIPE DOWN OR DROP GAS COCK E-- CAPPED END OF PIPE Y WATER HAMMER ARRESTER (PDI No.) �- POINT OF CONNECTION ® FLOOR DRAIN P-TRAP 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND FD EQUIPMENT CONNECTIONS. 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. - - - - - 16.ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE B OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 19.PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. 20. NC COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 22.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 23.ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION PER TABLE 4-11 F.B.C. 2007 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. 24.CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONEN S AND CONDENSATE LINES NEED NOT COMPLY WITH MIN. CLEARANCE REQUIREMENTS PER FBC 2007, PAR. 1522.3.5 25.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 26. WATER PIPING INSULATION SHALL BE ARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATE WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. 27.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 28. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. 29.PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN C JUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL P ANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFE 7TS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNC ONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE C VNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. PLUMBING FIXTURE SCHEDULE LAVATORY, AMERICAN STANDARD DECLYN WALL HUNG #0321.075 WHITEWITH SLOAN POLARIS SL-2711 LAV FAUCET. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. WADE MODEL # 520-M36. HANDICAP LAVATORY, AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MODEL #0321.075. HLAV WHITE, WITH SLOAN POLARIS FAUCET #SL-2711. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAV. WADE MODEL # 520-M36. SUPPLY PLUMBEREX MODEL # 4333 INSULATION KIT. MUST MEET A.D.A. CODE. WC WATER CLOSET, AMERICAN STANDARD 2333.100 FLOOR MOUNTED, WHITE CENTOCO SEAT # 50OCC, OPEN FRONT WITH COVER. A.D.A EL 1.6 ELONGATED OR EQUAL. HANDICAP WATER CLOSET, AMERICAN STANDARD #2377.100 FLOOR MOUNTED, WHITE, CENTOCO SEAT HWC #50OCC, OPEN FRONT WITH COVER. A.D.A EL 1.6 ELONGATED 18" HIGH OR EQUAL. UR URINAL AMERICAN STANDARD, WASHBROOK #6501.010, FLUSH VALVE SLOAN ROYAL #186-1, WALL MOUNTED, WHITE URINAL. WALL CARRIER, WADE # 400AM11-M36. MUST MEET A.D.A. CODE. STERN WILLIAMS MODEL # MTB-2424-BP MOLDED TERRAZZO BASIN WITH DRAIN BODY AND STRAINER. MOP STERN WILLIAMS FAUCET MODEL #T-10-VB, CAST BRASS SUPPLY. FITTINGS: 3/4" HOSE COUPLING SK DISCHARGE; PAIL HOOK AND TOP BRACE; VACUUM BREAKER, T-40 MOP HANGER AND BP SPLASH CATCHER WALL GUARD. HANDICAP/DRINKING FOUNTAIN, SUNROC BI-LEVEL WALL MOUNTED HDF/DF BARRIER FREE MODEL # ADA-8-BL-SG-WF1. 7.8 GPH, WADE 440-AM11-M36 CARRIER AS REQUIRED. 115V, 4.5 A, MUST MEET A.D.A. CODE. TANKLESS WATER HEATER SHALL BE BOSCH "POWERSTAR" MODEL # AE9.5, 208V, 1 IWH PHASE, 3.5 KW. GENERAL NOTES: 1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. 2 - ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2007 3 - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. THESE PLANS AND SUBJECT TOA ANY PROPOSED W0 REQUIRED By FIELD NSpERECTION S MAY BE NECESSARY IN TORS THAT COMPLY WITH ALL AP ER TO PtICABLE CODES. SHOCK ARRESTOR SCHEDULE iV�OR COpI P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1 /4 3 to 6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2007 ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED - _0) _ 0 ro N z w 0 0 .S U N z z w w 0 z z n m m I T G E5 G?2� Q G n� x tl tir'i i6 o x x c._ �GpgK � O 4 u � w n` w� a O 70o 0 zW 7z Y G Z a i q d c`C U 0 w F-� u .a Qun F- U F- z 0 W 0. O O z o� a . projt, no.: 2009-0325 project manager: P.F. checked by: B.B. scale: mm AS NOTED date: 12-02-09 sheet Pool project I. p.` OT IN SOON OF WORK N I II MATERIALS MATERIALS MAI ERIAdS MATERIAL§ MATERIAL C❑NFEREN E I i CONFERENCE PRACTICE AR A j' CONFERENCE " +y ❑L UP DOOR ps U T❑DIAN EXISIcI 2" S, SEE CIVI FOR CD N Z W c O 10 11 z z Lu a 0 Z 9 s a UNISEX H.C. CONFERENCE .AV r �t�;�7a oil HWC Q 9 R "d Q Q�Y p w L�kE ^�_ V H 00 NVa 70.Cq �1 N r_�E NTI SANITA Y LINE. Ww 2 9 FIR E KEY NOTE O EXISTING RELOCATED ELECTRIC WATER HEATER LOCATED ABOVE MOP SINK. PAN DRAIN LINE SHALL TERMINATE AT MOP SINK BELOW. DOM w CONFERENCE ° W a� a I D i THESE P Ll{NS AND ALL PROPOSED WORK CONFERENCE AND SUI UECT TO AN Y COR RECTIO NS REQUIRED BY FIELD INSPECTORS THAT Z MAY B . NECESSARY IN ORDER TO o WITH ALL APPUC CODES. '— H COMPLY E � O o ❑ TI❑NAL OFF] CE O a ❑PTI❑NAL OFFICE d p projt. no.: 2009-0325 project manager: P.F. checked by: g g scale: AS NOTED date: 12-02-09 sheet 1 '201 ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED - i project i P - :i§ �. vn of T bOOw V?p�g0 NjU Oaydw rn 'CII 0 o� U� w O H U sz° E °v a U .offo' C� '9io profit. no.: 2009-0325 project manager: P.F. checked by: Ba scale: AS NOTED date: 12-02-09 sheet 3el Lproject .x i ■ ■ \`Z-- A A II /' II \�jdy C WA.�R SINE J poMESP � 2P k. \ Y L\ 5110 \ D� DO�� UU //�1�� \\\\\\\\ PDOMEnNUAn �RUNE ISO�� !/—U� \\ E%IS�UNG FURcoN \ \ SEE N.T.S. \ \ THESE PLAr A14D ALL PROPOSED WORK AND SUB CT TO ANY CORRECTIONS REQUIRE BY FIELD INSPECTORS THAT MAY BE E ESSARY IN ORDER TO COMPLY ITH ALL APPLICABLE CODES. f ENE. S A M TA ISOMETRIC PL 'OR COPY \ \ \ \ \ \ \ \ \ SANI N¶ Y A¶ON. M \ \ EXINu 51NG FOR GO N.T.S. ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED - t` P vi rJ U4� P VVV n ti h V N — NN)," 1C > L^ VQ Q c�nx p n V GGeJ �4J^. o� w a C V a F� � z r projt. no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet P501 project FIRE SPRINKLER SCHEDULE SYM GNT TYPE/DESCRIPTION TEMP(eF) K RESPONSE NPT MFG, MODEL SIN ESCUTCHEON CONN, NOTES/INTENDED USE RATING FACTOR FINISH Q - CONCEALED PENDENT 155 5.6 QUICK 1/2" CENTRAL RFII TY3531 WHITE Thread OFFICES / COMMON AREAS - PENDENT 155 5.6 QUICK 1/2" CENTRAL TY-FRB TY3231 BRASS Thread GARAGE / ATTIC RECESSED PENDENT 155 5.6 QUICK 1/2" CENTRAL TY-FRB TY3231 WHITE Thread KITCHEN AREA O - RECESSED DRY PENDENT 1 155 1 5.6 1 QUICK 3/4" CENTRAL DS-1 TY3235 CHROME Thread FREEZER COMPARTMENTS ® - UPRIGHT 1 175 1 5.6 1 QUICK 1/2" CENTRAL TY-FRB TY3131 BRASS Thread 1ATTIC / MECHANICAL ROOMS - IVERTICAL SIDEWALL 1 175 15.6 1 QUICK 1/2" CENTRAL TY-FRB TY3431 BRASS Thread ELEVATOR PIT NOTES 1. ALL FIRE SPRINKLERS SHALL HAVE A U.L. APPROVED CORROSION RESISTANT COATING WHERE EXPOSED TO OUTSIDE AIR, CHEMICALS, MOISTURE, OR OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH DEVICES. 2. THE CONTRACTOR SHALL RECEIVE THE ARCHITECTS APPROVAL FOR ALL FIRE SPRINKLER/ESCUTCHEON FINISHES PRIOR TO INSTALLATION AND ORDERING DESPITE WHAT IS SPECIFIED IN THIS SCHEDULE. HANGER SCHEDULE NFPA 13 TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERD (FT — IN) NOMINAL PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2• 3• 1 3-1/2" 4" 5" 6" Be STEEL PIPE EXCEPT THREADED LIGHT— N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 WALL THREADED LIGHT — WALL STEEL PIPE N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A NOTES 1. THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE 2. SUPPORT SPACING DISTANCE FOR END LINE SPRINKLER DROP ELBOWS AND DROP TEES TO BE IN ACCORDANCE WITH NFPA 13 AND THE PRODUCT APPROVAL LISTING. NEW 1" TEE 413 BRANCHLIN\ NEW CEILING NEW CONCEALED PENDENT SPRINKLER NEW 1" BLK C.I. 90' ELL -NEW 1" BLT PIPE -NEW 1" BLK C.I. 90' ELL NEW CONCEALED PENDENT SPRINKLER � NEW CEILING ARMOVER DETAIL 2-HEAD RELOCATE NOT TO SCALE I FOR 1/2" INCH OUTLET: REMOVE EXISTING 1/2" UPRIGHT SPRINKLER & REPLACE WITH NEW 1\2" x 0'-2" SCH.80 NIPPLE OR FOR 1" INCH OUTLET: REMOVE EXISTING 1/2" UPRIGHT REMOVE 1X% REDUCING EXISTING BRANCHLINE NEW tx% REDUCER - OR NEW 1x3/4 REDUCER FOR 1/2" INCH OUTLET: NEW 1 "x 1 /2"BLK C.I. 90' ELL OR FOR 1" INCH OUTLET: REPLACE WITH 1" BLK C.I. 90' ELBOW NEW 1" BLT PIPE / NEW 1" BLK C.I. 90' ELL NEW PENDENT SPRINKLER HEAD (CHROME SEMI-REC. 165' 1/2" OR 3/4") OR HEADC(A165A tE%2 SOR 3%4� NEW CEILING ARMOVER DETAIL FOR 1/2' OUTLET OR 1' OUTLET NOT TO SCALE I FIRE SPRINKLER SHEET INDEX SHEETi DESCRIPTION FS-0.1 FIRE SPRINKLER NOTES, LEGEND & INDEX FS-2.1 FIRE SPRINKLER PLAN CENTRAL SPRINK GROOVED 90 ELBOW CENTRAL SPRINK - - FLEXIBLE COUPLING O CENTRAL ALARM BELL TO SYSTEM ^� CENTRAL vv RISER MANIFOLD W/: (1) DRAIN AND TEST ® (2) FLOW SWITCH A (t3) PRESSURE GAUGE (4) SIGNS ON BODY CENTRAL MODEL 90 GROOVED CHECK VA. CENTRAL BFV GR. BUTTERFLY VA. W/ TAMPER SW. R TO REMAIN NIC TO SCALE DMPONENTS TOP BEAM C-CLAMP SET SCREW LOCK NUT (HEX NUT) HANGER ROD ADJUSTABLE HANGER RING HANGER DETAIL # 2 SYMBOL LEGEND O 1YDRAULIC REFERENCE POINT CEILING HEIGHT O EXISTING FIRE SPRINKLER TO REMAIN (9) NEW ADDED PENDENT FIRE SPRWd LER ® NEW ADDED UPRIGHT FIRE SPRINKLER 1� NEW PENDENT FIRE SPRINKLER RELOCATED FROM EXISTING V OUTLET B' RISE UP OR DROP DOWN IN PIPE ELEVATION PIPE SIZE AS SHOWN O EXISTING I' OUTLET O EXRI TLET TO BE PLUGGED CA p O FIRE STANDPIPE WITH 2.1/2"DRAM RISER CONTROL VALVE WITH �J T,41PER SWITCH ® 2:P FDv (FIRE DEFT. VALVE) ON 2;1" FDv (FIRE DEPT. VALVE) Q CONTROL VALVE ASSEMBLY NEW SPRINKLER PIPE - - - - EXISTING SPRINKLER PIPE TO REMAIN EXISTING SPRINKLER PIPE TO BE REMOVED 0'-0" bta] ELEVATION BELOW TOP OF CONCRETE TEE [0 -0 ] ELEVATION E ABOVE FMISHED FLOOR + (TOS 0'-09 ELEVATION A TOP OF CONCRETE DECK _ _ NEW CONNECTION TO EXISTING S'NAPLET TEE OR MECH. TEE NOT TO a 51 F/ Through Penetration Firestop for (J (� U�0 Slnple Metal Pipe through 9 3735 Gr n Rd.Concrete SURe floors or walls using Heachwo , OH, 44122 Ystef, FYRE-SHIELD Drawing of to scale CAJ1028 F-rating = 2 and 3 Hr (206) T-rating = 0 Hr Q Floor or Wall assembly = 2.5' thick concrete ® Steel Sleeve - optional - Sch 40(or heavier) steel Ipe with length as same as floor/wa thickness ® • Steel Pipe 1 Max. 6' steel. EMT, 4' electrical metallic tubing. Annular space is °r4 ® Completely fill annular space and thickness of ftool or wall with FYRE-SHIELD. Fill material shalt be domed on loc th sides of assembly to a 1/2' height In addition to t kness required for opening Ir Project,ortlnnoe been tested N acc elth the follovingi The above descr d osse and . ASTM E814 NL10W Stuntlnrd Test Method products have b n testetl ontl ere d a Locatlan� for Through Penetration Flrestopping. beced on both �' t and nnticl tea o- . ASTM 019 alL 263) Stondard for Fire Tests perfornonce c t la. Trenco shag of Bullaing Construction ontl Moterhls, not be liable for ny donoges, direct Installers o consequentab suiting from use DateB/26/93 Drawing,TR-1028 of thl. h sme ipr repindng Slgnaturei beNres nnterlal fauna aefeetlee. Approved b C. Tuzzeo EXISTING FIRE SPRINKLER PIPE / AN1L) REQUIRED BY MAY BE NEC ZWA COMPLY WIT14 ALL API'!' LMECH TEE NOT TO SCALE I a °. v �" .° v v. V i v 'a°v ?v° 'v v o °Oovv ? V. . ]4. V ° v.° °° °. V .v COMPONENTS 1. Concrete Anchor. 2. 3/8" Rod Coupling 3. 3/8" All Thread Rod 4. Swivel Ring Powder Driven Stud HANGER DETAIL # 1 NOT TO QENERAL NOTES 1, THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SPRINKLER INSTALLATION FOR THE PROJECT AS INDICATED IN THE DESIGN DOCUMENTS, THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUIL DING CODE, THE 2007 FLORIDA FIRE PREVENTION CODE, NFPA 13 (2007 EDITION), THE OWNER'S INSURANCE COMPANY IF ANY, THE STATE AND/OR LOCAL FIRE MARSHAL, THE LOCAL BUILDING DEPARTMENT, AND OTHER APPLICABLE RULES AND REGULATIONS, 2. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF SHOP DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS FOR REVIEW BY THE ARCHITECT-ENGINEER/OWNER PRIOR TO COMMENCING ANY FIELD WORK, AS WELL, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS TO THE LOCAL BUILDING DEPARTMENT OR AUTHORITY HAVING JURISDICTION AND OBTAIN ALL NECESSARY APPROVALS AND PERMITS FOR THE PROJECT, 3, THE CONTRACTOR SHALL COORDINATE ALL FIRE SPRINKLER WORK WITH ALL OTHER CONSTRUCTION DISCIPLINES INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, STRUCTURAL AND CIVIL, 4, THE SHOP DRAWINGS, INCLUDING HYDRAULIC CALCULATIONS, SHALL SHOW THE SIZES, TYPES, AND DIMENSIONAL LOCATIONS FOR ALL FIRE SPRINKLERS, MAINS, BRANCHES, AND EXISTING PIPING FOR THE WATER SUPPLY TO THE CONNECTION OF THE NEW SYSTEM, 5, THE DESIGN DOCUMENTS ARE NOT AND SHALL NOT BE CONSIDERED SHOP DRAWINGS NOR INSTALLATION DRAWINGS, 6, ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ❑RIGINAL CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER AND LIMITED FIELD OBSERVATIONS, THE ENGINEER OR THE ARCHITECT MAKES NO REPRESENTATION FOR THE ACCURACY OF SUCH INFORMATION, THE CONT RACTOR SHALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS MATERIALS, EQUIPMENT, DIMENSIONS, ETC. ONCE I DEMOLITION TAKES PLACE PRIOR TO SUBMITTING A BID OR COMMERCING ANY WORK, 7, THE CONTRACTOR SHALL REMOVE EXISTING FIRE SPRINKLERS AND/OR FIRE SPRINKLER PIPING NOT REQUIRED FOR THE PERMANENT INSTALLATION AT THE END OF THE INSTALLATION PHASE, 8, COORDINATE ANY SPECIAL TESTING REQUIRED BY THE LANDLORD. 9, ALL WORK BY THE CONTRACTOR SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY THE OWNER, ALL INTERRUPTIONS IN THE FUNCTIONING OF THE FIRE SPRINKLER SYSTEM SHALL BE DONE DURING OFF-PEAK( UNOCCUPIED TIMES) ❑R STRICTLY AS APPROVED BY THE OWNER, NOTIFICATION OF A SHUTDOWN TO THE FIRE SPRINKLER SYSTEM, INCLUDING THE DURATION TIME, SHALL BE MADE TO THE OWNER A MINIMUM OF SEVEN (7) DAYS IN ADVANCE OF SUCH WORK AND COORDINATED ALSO WITH AHJ, WHERE IN THE ❑PINION OF THE AHJ IF PARTIAL OR TOTAL DEMOLITION OF THE EXISTING FIRE SPRINKLER SYSTEM TAKES PLACE IN SITE AND SUCH DEMOLITION IS OF A HAZARDOUS NATURE, QUALIFIED PERSONNEL SHALL SERVE AS ON -SITE FIRE WATCH. 10, THE CONTRACTOR SHALL BEAR ALL COSTS OF A. PREPARING SHOP DRAWINGS AND DOCUMENTS B, SECURING PERMITS AND APPROVALS C, LABOR D. MATERIALS E. CLEAN UP/WASTE REMOVAL F, FIRE WATCH IN COORDINATION OF AHJ IF REQUIRED, 11. PIPING INSTALLATION WHEN A FIRE SPRINKLER MODIFICATION TO AN EXISTING FIRE SPRINKLER SYSTEM TAKES PLACE, THE CONTRACTOR SHALL MATCH THE SAME KIND AND TYPE OF PIPE MATERIAL AND FITTINGS ALREADY INSTALLED IN THE EXISTING JOB OBSERVED WHEN FIELD VERIFICATION IS DONE, THAT SHALL BE AS PER NFPA 13, 2007 EDITION AND AHJ. WHEN INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM TAKES PLACE, THE CONTRACTOR SHALL INSTALL THE PIPE MATERIALS AND FITTINGS ACCORDING TO THE GUIDE LINES AND REQUIREMENTS OF THE OWNER IF ANY WHICH SHALL BE ALSO RESPONSABILITY OF THE CONTRACTOR TO ❑BTAIN SUCH INFORMATION THAT SHALL BE AS PER NFPA 13, 2007 EDITION AND AJH, THE FOLLOWING MATERIALS ARE SPECIFICATIONS AS PER NFPA 13, A, MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS, BUSHINGS ARE NOT PERMITTED, B. CAP OPENINGS IN PIPING DURING CONSTRUCTION, C, ESCUTCHEONS, FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALL OR CEILING WITH ESCUTCHEONS, MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT SAME, CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE ACCEPTABLE TO THE GAP, D. PENETRATIONS THROUGH FIRE RATED WALLS SHOULD BE FILLED WITH A UL LISTED FIRE SEALANT IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND TO PROVIDE AT LEAST THE MINIMUM FIRE RATING OF THE WALL, E. CPVC PIPING SHALL NOT BE INSTALLED OVER ANY PORTION OF THE OPENINGS) IN RETURN AIR PLENUMS, F, ABOVEGROUND PIPE MATERIALS, 1, SCHEDULE 40, ALLIED XL, AMERICAN BLT OR COPPER (TYPE K, L OR M) FOR PIPE SIZES 1' THROUGH 2', 2, SCHEDULE 10 FOR PIPE SIZES 2,'�' AND LARGER, 3, SCHEDULE 80 FOR 1h' ❑R %' NIPPLE. NIPPLES SHALL NOT EXCEED 4' IN LENGTH, G. UNDERGROUND PIPE MATERIALS, 1, DUCTILE IRON MEETING AWWA C104 STANDARDS 2, STEEL MEETING AWWA C200 STANDARDS 3, CONCRETE MEETING AWWA C300 STANDARDS 4. PLASTIC MEETING AWWA C900 STANDARDS ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED _ rn Co-� o N z Ld o 0 U Lu �F a Ld 0 c� z C3 M m �n r_ v` 00 U� — G O U N M t E. On W4'r?CCU� P �'c a � J z� �z z � w aro a Y0. Za Cq "I H 0 O 41 w a U � z� W 0. A4 (�4 z Ad y A4 11,_.1._.._ 1- _------�. projt. no.: 2009-0325 project manager: P.F. � checked by: B.B. scale: AS NOTED P12-02-09 date: sheet FS0.1 4 is I 77 I Oi IN S COP OF WORK A C `S RI k M YN RE CRN"R� C W III "9 M RIALS ATERIA MA ' ERf LS MATIRIAL ,, open C❑NF REN E Clpen in yy Open y� Cu F Open 6 6 Cu MI 6 1 6 ''ii 6 '"i` 6 i 6 cii 6 '� 6 n Cu � Cu � ti � Cu C ❑ N F REN E Open. a Open pin (� [lpen _ r Cu PRACTI AR _ Open Dpen Cu N N N N N C❑NF REN E Open '� Open Cu n Cu Cu Cu 'c TYPICAL NEW UPRIGHT SPRINKLERS REQUIRED BEFORE NEW FULL HEIGHT WALL IN ORDER TO PROVIDE PROPER FLOOR PROTECTION CONTRACTOR TO VERIFY EXISTING TYPE AND MATCH WITH NEW ONE. FOIE SP N'LIE� HEAD h r� t t 1 1 1 TYP AL NEW PENDENT FIRE SPRINKLERS TO OVII)g PROPER FLO PROTECTION BELOW THE qEW PARTITIONS AREA @ 9' 0' AE LING HEIGHT ROL UP DOOR open open TYPICAL NEW open 2,1A. x 1• CONFERENCE - MECH. TEE � _. I E HC B TY ICAL NEW NEW 234 x 1' 9, TYPICALL EXISTING MECH, TEE OVERHEAD FIRE SP LER aw I -' 'SYSTEM T O KRE REMAIN Cug,_e, ' E CuEXI ING }L J FIR E R I A L f SPR KLER RIs C❑N EREN 4Tr-en �O Cu Cu ja �Opet1 N Cuen N THESE PLANS 6 6 6 9 6 1 6 6 63 AND SUB JE AND ALL PROPOSED REQUIRED Ci TO ANY RRECTIONS K C❑ ERENJE MAYBEBY FIELDINSPE Cu r- -m (ff COMPLY NECESSARY IN ORD CTORS THAT n ALL APPLICABLE ER TO CODES. E- Open Open In N ❑PTI NAL F CE ❑PTI NAL ❑ F CE Z Cu N open Cu I f_ 1 77 IMPORTANT NOTES, — CONTRACTOR SHALL VISIT THE BUIL ING AND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR T SUBMITTING ANY BID OR COMMERCING ANY WORK. — ALL INFORMATION CANTAINED IN THE E DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS P VIDED BY THE OWNER AND LIMITED FIELD OBSERVATIONS, THE ENGINEER KES NO REPRESENTATION FOR THE ACCURANCY OF SUCH INFORMATION AND ALL EXISTING CONDITIONS MATERIALS, EQUIPMENT, DIMENSIONS, TYPE OF SPR KLERS, ETC. SHALL BE FIELD VERIFIED. PLAN — TAP IN INTO , TEES OR REQUIRED TO PR VIDENPROPEREPI EITF S ZESMECHACCORDING TOMILAR N PA 13EANDSAHJ. ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED - o N l F- o ry U w m ,��I z m It � v ,y vwo� �ryn NHI d. V c�v67 � wo�r1G SUN �p u z m y W c U[ I a � a z u � W a� O U r x a Z A aw` z 0 E-+ O a w u C) U a za � a w a (A �OrG W V -r; N H .v projt no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet t F`91 project