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HomeMy WebLinkAboutGreen Collar Coalitionr_ ROOM FINISH SCHEDULE ROOM DESCRIPTION FLOOR BASE WALLS WALL FIN15H CEILING CEILING FINISH CEILING HEIGHT REMARKS 101 CONFERENCE EXIST VINYL DRYWALL PRIMER NONE DECK SOUTH AND WEST W LL51-HOUK RATED 102 CONFERENCE EXIST VINYL DRYWALL PRIMER NONE DECK WEST WALL I -HOUR RATED 103 CONFERENCE EXIST VINYL EXISTJDW FRIMER NO DECK WEST WALL 1-HOUR RATED 104 PRACTICE EX15T VINYL EXIST/DW PRIMER NONE DECK SOUTH WALL I -HOUR RATED 104-A MATERIALS EX15T NONE EXIST NONE DECK 104-D MATERIALS EXIST NONE EXIST NONE DECK 104-C MATERIALS EX15T NONE EXIST NONE DECK 104- D MATERIALS L5 EX15T NONE EXIST NONE DECK 104E MATERIALS EX15T NONE EXIST NONE DECK 105 PASSAGE EXIST VINYL EXIST/DW PRIMER NONE DECK 106 CONFERENCE EXIST VINYL EX15T/VW PRIMER NONE DECK 107 CONFERENCE EXIST VINYL EXIST/DW PRIMER NONE DECK 108 CONFERENCE EX16T VINYL EXIST/DW PRIMER NONE DECK 109 CONFERENCE EXIST ST VINYL EXIST/DW PRIMER NON E DECK _ 110 FIRE R15ER ROOM NO WORK IN THIS ROOM 111 WOMEN EXIST VINYL DRYWALL EPDXY DRYWALL EPDXY 8' 01' 112 MEN EXIST VINYL DRYWALL EPDXY DRYWALL EPDXY 8' 01' 113 CUSTODIAN EXIST VINYL PRYWALLI EPDXY DRYWALL EPDXY 8' 0" 114 UNISEX TOILET EXIST VINYL DRYWALL EPDXY DRYWALL EPDXY 8' 0" DOOR SCHEDULE NUMBER TYPE FRAME DOOR H GROUApRE 101 A H.M. H.M. 102 A H.M. H.M. 103-A A H.M. H.M. 103-5 B H.M. H.M. 104 A H.M. H.M. — 105 C H.M. H.M. _ 106 A A H.M. H.M. 10613 A H.M. H.M. 107 A H.M. H.M. 108 A H.M. H.M. 109 A H.M. H.M. 11t D H.M. H.M. 112 D H.M. H.M. _ 113 A H.M. H.M. 114 A H.M. H.M. �l 31411 31411 to' 4„ 2" 3 0f. 211 2„ 3' 0„ 31 O" 2„ 2„ 2 6„ 2„ N N N N 31411 31411 to' 4„ 2" 3 0f. 211 2„ 3' 0„ 31 O" 2„ 2„ 2 6„ 2„ N N N N a A f3 G D DOOR TYPES SCALE: 1/4"=1'-0" 2 Um 103 N CONFERENCE 25' 4" b�5) 1ER !` CONFERENCE 12' HIGH WALL5 -TYPICAL 101 CONFERENCE 3 n N SINK LAV 114 UN15EX y� TOIL ABOI/E 5' TOIL 113 GUST LAV -.-A Z 112-MEN (ter) LAY UK W WOMEN 111 TOIL TOIL D.F. D.F. NOT IN SCOPE OFFROJECT ' EXISTING 1-HOUR FIRE BATED WALL 104-A I 104-5 10 -C 104-D I 104-E MATERIALS i MATERIALS i MATERIALS i MATERIALS i MATERIALS ---------------�--- ---- - - - - - - f03•A FSENCEATION BY USER 104 PRACTICE AREA 102 I 101 ! i-HOUR FIRE RATED WALL TO UNPE41PE OF ROOF DECK 13;Y-0" FLOOR PLAN SCALE: 118" =1' O" 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. �-- GRAB BAR I 3' 0" I '— PAPER HOLDER 5' 8„ UN15EX 114 -SOUTH WALL 8) t9 12.a' 4'-9 3'-e V-11 ROLL L DOOR 105 - PASSAGE 3 r, - 61w LAY �s w UNISEX H.0 M A�Je To CU5T, ti3 w.c i 11$_ �i 2668 E 11 112 up MEN FIRE RISER ROOM EXI5TING WALL — d 1t roll _ 7° 3" UN( E5 X 114 - WEST WALL 10) t11 3068 109 CONFERENCE 0 108 N CONFERENCE 4" m5' S" w �' N ��' CONFERENCE 3068 104 306b - 12'HIGH WALLS -TYPICAL LD 1oe_J 3065 106 CONFERENCE 3' -21 OPTIONAL OFFICE N w 'U < — — OPTIONAL PARTITION QP�IQN�� OPFIG� N 3�•4" STOREFRONT APPROX.10' H 12 (1 L F G AR0002809 CHIC' 0 J8 20�0^M JACK H. SCOTI w o� u- 0 N d) N O Q � �v � O L NZ < �o} men �zz n� w �E DC Lis 2 U n N W qv- C) < < LL12�C\ z E L.I_.. LL. Z O U i < SHEET NUM13ER A - 1 OF e.. CLA551FCATION & .CUPANCY WATER CL05ET5 LAVATORIES DRINKING MALE FEMALE MALE FEMALE FOUNTINS OTHER FIXTURES REQUIRED BUSINESS -107 0 ; UPANCY 1 PEP, 25 FOR THE FIRST 50 AND 1 PER 40 FOR THE FIRST 60 AND 1 PER 100 BY CODE 1 PER 50 FOR THE REMAINDER 1 PER SO FOR THE REMAINDER ---- _. _.._ EXCEEDING 50 - 4 REQUIRED EXCEEDING 60 - 3 REQUIRED FIXTURES PROVIDED 3 WATER CLOSETS 1 URINAL 3 LAVATORIES 2 D.F. i F.S. DUILDING CLASSIFICATION TYPE 11-8 - UNPROTECTED - SPRINKLED GROUP B - BUSINESS FULL COVERAGE SPRINKLER SYSTEM SPACE HEIGHT - ONE STORY ALLOWABLE HEIGHT - 4 STORIES SPACE AREA -10635 OF ALLOWABLE AREA - 23000 5F EXIT CALCULA71O 10635 5F GROSS PERSON CAPACITY TOTAL AREA -107 OCCUPANTS EXIT UNITS = 0,20" / PER OCCUPANT 107 OCCUPANTS X 0.020" = 22 PEOPLE 2 DOORS X 36" = 72" ALLOWABLE P15TANCE OF TRAVEL TOP AN EXTERIOR EXIT - 300' PATH OF TRAVEL TO EXTERIOR EXIT INDICATED ON THE LIFE SAFETY PLAN THUS — — _ ?00' NOTE - PRACTICE 15 A HANDS-ON LEARNING - FOR CONSTRUCTION WORKERS IN MASONRY, STUD PARTITIONS, DOOR AND WINDOW IN5TA ATION ETC THESE MATERIALS ARE TAKEN APART AT THE END OF THE SESSION AND STORED IN [HE NVERIAL AREAS. NOTE - FURNITURE AND EQUIPMENT PROVIDEr DY USER 3 4 5 6 71-T T —V-r 12 -a' POLL UP DOOR / / 105 - PA551A0E 81NK INDICATE E 5 AR NU IN SCOPE n�o"dE OF PROJECT I C 13 1 3068� I 1 2 � .--T--rWOMENL i a 0 N CONFEREi�'Ck 496 OF \ v _ a �' 1 Iy Iv.F•ID,F, EXISTING 1-HOUR FIRE IJATED WALL FIRE ROOM 015TING WALL —) 104-A 104-5 10 -C 104-0 ( 104-E / MATERIALS MATERIALS MATE RIAL6 MATERIALS MATERIALS SSE NOTE AT OP OF SHEET __---__ _- SEPARATION FENCE BY USER - 102 b � CONFERENCE Fx PNELi N c4 497 5F 16 l Ib 12' HIGH WALLS - TYPICAL W68 ! ! / r �r CONFER,FWCE N 4gNF / 1-HOUR FIRE RATED WALL TO UNDEF51DE USE; 5-1 STORAGE FUTURE USE: 5 8U51NE55 DECK - �' TOTAL TKA.vr= 104 PRACTICE AREA - SEE N TE AT TOP OF SHEET 4554 OF LIFE 5Al 1 I PLAN SCALE: 1/5" =1' - O" FBC 2007 EDITION, NFPA 101 - 2004, NFPA1 - 2004, FLORIDA FIRE PREVENTION CODE 2004 0 0 10 4" a5' 9" 5" az W a FIRE ALARM ST905E P FIRE ALARM HORN / STROBE A STKOBEAiPULL STATION ® EXIT LIGHT EMERGENCY LIGHT O FIRE EXTINOU15HER FX 3 EACH REQUIRED TYPE 2A-10:9C, WALL HUW 11 109 CONFERENCE 513 5F 108 CONFERENCE 462 OF - N _ )68 I irk 107 CONFERENCE 462 OF z 3D66 � 12'HIGH WALLS -TYPICAL 3068 106 I CONFERENCE 3 558 5F z w I OPTIONAL OFFICE OPTIONAL PARTITION per, OPTIONAL OFFICE iP-7" 6TOREFRONT GLAZING APPILOX, IO' HIGH (TYP.) 12 I AR0002809 CC 0 8 201 JACK H. SCOTT V C] E F G H Lu v� u.. N C4 N . (O (s)zz U Z u„j QV � LL = W N a zz (:D u- (-\ C-� 1z zz z(Z)0 � t— t— z Q Q U U 0 LU LU � U U I /SHEET NUM13ER A - '2 OF 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" T 14'-3" UP DOOR MAN DOOF EXISTING 1 HR. SERkRATION PARTITIO WALL U.L. #436 PE EXIS . DWGS. INDICATES AR NOT IN SCOPE, - / ! i — - - -,— - / OF PROJECT / / TYP. NEW BOOR SEE � / SECTION 6/S-2. / WINDPRESSURES 35.0/+32.3 PSF ' T T E3 R T EXISTING 1 HR, i -' ( SEPARATION PARTITION WALL U.L. #436 PER Awl] VV2 EXIST. DWGS. EXIST. FIRE I RiOy i % I RISER ROOM / l R L -0" Hwi 5 R l- N NOTE 3 I i N 2 p NOTE 3 I \O 1�2 I I i I I I NEW HR. TENANT I SEPAI TION WALL SEE of 40'0" ARCH I � I I N -0" 40' 0" i W1 1 &3 NOMINAL 8�'0 S-2fflWfl STEEL COLUMN TYP. / / / I / 1 I � 139'-0" PARTITION WALL TYPE ` MARK STUDS HEIGHT REMARKS W1 60OS137-43 AT 1 60 ' C/C FULL HT. (VARIES) 1 HR. FIRE SEPARATION WALL 60OT125-33 BOTT RACK (SEE SHT S-2 FOR DETAILS) 362S137-33 AT 2 " C/C 3625S125-43 TOP TRACK SEE BRACING W2 362T125-33 BOTT TRACK 12'-0" DETAILS SHT S-2 IN ROW OF HORIZ. 362T125-43 TOP TRACK I BRACING AT MID-HGT. (0 FLOOR PLAN NORTH SCALE: Ye"=1'-O" 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. IF T BRACE TO EXISTING BRAMI G AS fm I / / / I NOTE 3 F / I B TOP" OF NEW WALL +121-0" AFF. (TYP.) OPTIONAL - I PARTITION WALL �A ( I' wz I i NOTE 3 W2 0 i B / 1 OPTIONAL NOTE 3 OPTIONAL WALL W2 I o a W2 S-5" B —a I ''-4" 10,-0" 1 - )REFRBNT STOREFRONT V/DOOR GLAZING APPROX. 10' HIGH (TYP.) N � P n O o Z y M pAl MI ° F< W Mfhn 3rn; N_vv # O^ _ c$os a lz �lz N az �9 Z io m Y � 09I�m� g° z 0 0 Q 0 2 or,Q Q Lj M u 0 1-- W u z a- z � z � o W W 0 U Ld a� JOB NUMBER 09FTP015 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS REV 12.09.09 REVIEW COMMENTS SEA(_ *JFF18Y D. McGEE FL PE #45944 DEC 0.9 2009 SHEET NUMBER S-1 ---------------- 362T125-43 CONT. TOP TRACK - BRACE TOP TRACK AS SHOWN ON PLAN 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 EXIST. CONC. SLAB PARTIAL HEIGHT STUD WALL DETAIL SCALE: X"=1'—O" STRUCTURAL NOTES 600S137-33 AT 16" C/C DECK V, GAP 60OT125-43 SPANNING W/FIRE BETWEEN EXIST. JOISTS. CAULK ATTACH TO TOP CHORD F E RESISTANT DRYWAI OF JOISTS W/(2) 0.14 8 TH SIDES SEE UL PAF. SEMBLY/ARCH DWGS. 4LL TYPE 3YWALL V, tL iOT125-33 TRACK STENED TO SLAB /0.14 PAF AT 16" 1C u,.,ST. GONG. SLAB ON GRADE TRACK TO SLAB ATTACHMENT SCALE: %"=l'—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 IMPORTANCE FACTOR 1=1.0 CATEGORY 11 INTERNAL PRESSURE COEF: +/-0.18 —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 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). ASSEMBLY: FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED TO FIT SQUARELY 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 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 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 AND BOTTOM RUNNER TRACK. SCALE: N.T.S. 1)2'x54 MIL COLD ROLLED CHANNEL, CONT THRU STUD! ATTACH TO EACF CLIP USING (2) #10-16 SCREWS WALL STUDS. SEI SECTIONS FOR S GAUGE & SPACIt I / EXISTING JOISTS GAP AT t5'-0" C/C y�y/FlRE CAULK / ATTACH 3" DEEP LEG J TRACK TO BOTT, CHORD OF JOIST _ IN/(3) 0.14 PAF FIRE RESISTANT DRYWALL BOTH SIDES. SEE UL ASSEMBLY FIRE PARTITION SCALE:-a"=l'-O" NOTE: REUSE EXISTING SIDING ATTACH TO NEW JAM TO MATCH EXISTING FASTENERS AND PATTERN �:1 CLIP 3x3xl4 GA---' W/(4)#12 TEKS PER LEG NEW SCALE: ? I--60OT125-43 SCREW TO DEEP LEG TRACK W/#6 TEK ® 16" C/C 3" DEEP LEG TRACK 18 GAUGE SPANNING BETWEEN EXIST JOISTS CHANNEL BRIDGING WITHIN 1'—O" OF TOP OF STUD. 60OS137-43 AT 16" C/C WITH BRIDGING AT 8'-0" C/C MAX. PERPENDICULAR TO JOISTS CLIP 3x3xl4 GA — W/(4)#12 TEKS PER LEG INSTALL NEW 80OS200-43 JAMB STUD CUT OUT EXIST. GIRT AS REEQUIRED NEW DOOR OPENING S-0" CLIP 3x3xl4 GA W/(2) Yp" 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 SLAB (DOOR OPENING DETAIL _ 1'-0" 1Y1"x1Y2"x54 MIL CLIP ANGLE, h" 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 CONC. 33 MIL (20GA) FLAT STRAPF ON EACH SIDE OF WALL SCI TO EACH STUD WITH (1) #10-16 SCREW SCREW TO BLOCKING WITH (3) SCREWS }2" GAF W/FIRE CAULK 3" DEEP LEG J TRACK 18 GAUGE ATTACH TO NESTED HEADER W/#8 TEKS t5'-O" )2" GAP EXIST. BAR AT 4'-0" C/C 60OT125-43 IC__JI 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'-0" OF TOP OF STUD. 60OS137-43 AT 16" C/C WITH BRIDGING AT 8'-0" C/C MAX. FIRE PARTITION PARALLEL TO JOISTS SCALE: %"=l'-0" TOP TRACK OF PARTITION WALL TOP VIEW 3ACK TO BACK 60OS137-43 STUDS - ATTACH TOGETHER N/#6 TEK AT 12" C/C MAX. ACH BRACE TO ' TRACK W/(4)#6 (S (2 EA. SIDE) PARTIAL HEIGHT WALL BRACE DETAIL SCALE: X"=1'-O" SPAllER 5400- 16 GAUGE SPAllER 5400- 16 GAUGE (54MIL) BRIDGING & SPACER BAR BY INTER PRODUCTS WALL STUD 1Y2"x1Yi"SPAllER BAR BRACING. TWIST IN & FULLY SEAT (FRICTION FIT) IN PLACE BETWEEN STUDS SPAllER BAR MUST BE FULLY ENGAGED INTO STUD WEBS ON EACH SIDE OF PUNCHOUT n N � n � � N u 2 M M W E O e� o 4; Naves s o J U) N ® U ow�8 lam! U z_ � w pz 1,20 gmn sm z Z x Z Z awl 4J o8[22 W€_ 0 rgfvuj C W�ch� o g 3 0� � z _o Q O �- U 0 o 0 � r Q Q - L� D Li.l j m u O LEI U z Q z w o W LLJ `J U w a JOB NUMBER 09FTP015 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL SHEET NUMBER S-2 3 4 5 20'-0" 20'-0" 20'-0" 20'-0" 6 7 8 20'-0" 14'-3" 10'-7" 1 a - 10" 13'-11" / 3 / ROLL UP DOOR MAN DOOR -- ' T T I 139'-0" EXISTING FLOOR PLAN NORTH SCALE: V'=1'-0" 1. B — INDICATES BRACED BAY. T — INDICATES TAPERED FLANGE 2. DRAWING PROVIDED FOR INFORMATION ONLY. VERIFY ALL EXISTING CONDITIONS IN THE FIELD. FIRE RIS R BATH ROOM ROOM I B I TT B B III 41 5'-0' N O x I x I I o x II * N Ili lo t.. N 4D'L0" NOMINAL 8"0 ! rz STEEL COLIJM " p TYP. w 0 in T B " - / S REFI4ONT ISTOREFRONT /DOOR GLAZING APPROX. 10' HIGH (TYP.) N c n N � � n O c O m Z N M O M 7 I r$ p co d6 0 s NLj^a s $ s o AUK`" �~ K I., 3 ; W C Navy 3 W ; �Za O cnn uO N 0 w ZZ Z ¢� O U W o�ai Liii g�m aa W �O 2 O U W � ® w F z (yq 9 mmgo O6�W o� 0 I (O v 0 N � 0 J L.j m CC O 1--- LIJ 1 u Z CL Q F- zL.LJLL- f W v w o a JOB NUMBER 09FTP015 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL SHEET NUMBER S-3 1 2 6 20'-0" 20'-0R 20'-0w 20'-0" 20'-0" 20'-0X -_--. _ 04'-3" 10'-7" 13'-10" 13'-11" I T B. ROLL UP DOOR MAN i / / i INDICATES NOT IN SCOPE, - ----- - - - -- - OF PROJECT, /�z / FIRE RISER --- / ROOM BATH i� ROOM I I I T / T T �B T- o Lo I r "5'-0" /�,/ i/ I r I i I I I ROOFSLOPE / 0 cli to �Q x 1 I t0 zzq- I. to CN In ._........_.__._.. -'j V / r I v / % i /;i t I N r i 20'-0 40' 0" 40' 0" 1 '-0" _ NO 8"0 z r' STEEL COL MN I of i AC UNIT AC UNIT TYP. of 0I LLI - - - - i tFn / r r i Y / r /':. / r / l r ,/ , , r i % ;/ ,i it / i / ✓ I B r , l { _.ct:. _ _ _ 1 " 11'-7" '-4" 10'-O" 1 L STOREFRONT STOREFRONT W/DOOR GLAZING 139'-0 APPROX. 10' HIGH (TYP.) EXISTING ROOF PLAN NORTH SCALE: -01, 1. B - INDICATES BRACED BAY. T - INDICATES TAPERED FLANGE 2. DRAWING PROVIDED FOR INFORMATION ONLY. VERIFY ALL EXISTING CONDITIONS IN THE FIELD. N � � H =n^M c C N m^ Ctn CD E c 2 y M M c u J a00 y W U G Lj NO M V^ N p t N—�� •p tpi�0 a ; 4 N 0 US uuj fy w Fm U O Z �¢� Z aa� 0 W �O�Wnn= OUw� m� W QS IL JOB NUMBER 09FTP015 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL SHEET NUMBER S - 4 REVISIONS SEAL SHEET NUMBER S - 4 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 403.3) AND ASHRAE 62-1. 2004 (TABLE AIR BALANCE SCHEDULE AREA SERVED EQUIPMENT TAG SUPPLY AIR (CFM) RETURN AIR CFM OUTSIDE Al (CFM) MAKE-UP AIR (CFM) EXHAUST AIR CFM TRANSFER AIR CFM CONFERENCE 1-3 RTU-1 4000 4000 300 - - - PRACTICE EAST RTU-2 3200 3200 305 - 200 - PRACTICE WEST RTU-3 3200 - 375 - - - CONFERENCE 4-6 RTU-4 3200 - 450 - - - AIR TRANSFER - TOTAL 143 )-0 - 200.0 - NOTES: 1. BUILDING IS 1430-200=1200 CFM POSITIVE WHEN ALL EXHAUST FANS OPERATING AT SAME TIME. 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. 8. CONDENSER WATER FLOW RATE AND ENTERING/LEAVING WATER TEMPERATURES. (IF UNIT IS WATER COOLED) CT PER SMACNA STANDARDS. U LEAKING REPAIR I P D 9. CONTRACTOR TO RESEAL ALL DUCT WORK AND R E A IF UNIT IS LOW ON REFRIGERANT, CONTRACTOR SHALL LEAK CHECK UNIT. REPORT ANY PHYSICAL DAMAGE TO UNIT. SUPPLY NEW FILTERS. uTE TO HVAC C ONTRAC";"TIO NOT TO SCALE 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE FLORIDA BUILDING CODE 2007 AND ALL OTHER APPLICABLE STATE, 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, 9OA-02, 90B-02, 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTORS ALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTORS ALL SUPPLY THE ARCHITECT WITH "AS -BUILT' DRAWINGS. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [51 COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL. BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. ALL INSTALLA11ONS SHALL COMPLY WITH FMC 2007, CH. 3, GENERAL REGULATIONS. BUILDINGS LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON-FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC. 7. DUCTWORK: A, ALL DUCTWORK HALL BE GALVANIZED SHEETMETAL WITH SEALED SEAMS AND JOINTS WITH EXTERNAL BLANKET INSULATION R-6 MIN. B., ALL FLEX DUCT SHALL BE RATED CLASS 1, UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW ELBOW" AS MANUFACTURED BY "THERMAFLEX". & ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE IDEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. D, ALL AIR CONDITIONING DUCT WORK ENCLOSED IN A CHASE SHALL BE SHEETMETAL GALVANIZED WITH EXTERNAL BLANKET INSULATION R-6 MIN. PROVIDE INNER LINER FOR THE FIRST 10 FEET OF THE MAIN TRUNKS CONNECTING TO THE UNIT AND INCLUDING THE FIRST ELBOW OR AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC, ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. SPECULL MOTE. PRESSURE SMACNA DUCT PR URE CLASSES BASED ON OPERATING PRESSURE ARE: 1/2", 1" 2" 3" 4" 6", AND 10". EACH DUCT SYSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC DUCT PRESSURE CLASS SHOWN ON PLANS. WHERE NO PRESSURE CLASS IS SPECIFIED FOR CONSTANT VOLUME SYSTEMS, 1" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS REGARDLESS OF VELOCITY. WHERE NO PRESSURE CLASS IS SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS FOR DUCTWORK UPSTREAM OF VAV BOXES. ALL DUCTWORK SHALL BE SEALED TO SMACNA "HVAC DUCT CONSTRUCTION STANDARDS" FOR ITS PRESSURE CLASS SEALING METHODS. 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 EXTERNAL BLANKET INSULATION R-6 MIN. ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. 9. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT. FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE AIR VENT. OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL MARKING "INTAKE", PERMANENTLY ATTACHED PER FMC 2007, SEC. 401.5.1 10. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 11. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE AS SPECIFIED OR EQUAL TO TITUS OR METiALAJRE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON PLANS. PROVIDE BALANCING DAMPERS FOR ALL SUPPLY AND RETURN DIFFUSERS AND REGISTERS TO ENSURE COMPLAINCE WITH FMC 2007, PAR. 601.4 AND PAR. 603.15 FOR BALANCED AIR FLOW. 12. TEMPERATURE CONTROLS/THERMOSTAT: A. SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO - HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS RECOMMENDED BY MANUFACTURER, UAL. PROVIDE TAMPER PROOF COVERS. HONEYWELL OREQ 13. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE GANGED TOGETHER WITHIN THE SAME COVER PLATE WHEREVER POSSIBLE. CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION. RANT LINES SHALL BE COPPER TYPE "L" HARD DRAWN WITH WROUGHT COPPER 14. REFRIGE BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAg1 SILVER ALLOY. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. 15. ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40' F AND 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATION. FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 16. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. PROVIDE RADIUS 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. PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEILING A "YOUNG REGULATOR" OR EQUAL. 17. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS 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( STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO INSTALL DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUCTS AN OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOK 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 FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. PROVIDE LOW -LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW CFM HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS. 20. HVAC CONTRACTOR SHALL PROVIDE A T & 8 REPORT PER F.B.C. 2007, CH. 13, 410.1.ABCD (THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS) 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 STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN GRILLE AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE (T) FROM SUPPLY GRILLES AND EVAPORATORS. FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM PERFOF PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENTS. 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. 22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 23. MECHANICAL EQUIPMENT ON ROOF OR ELEVATED STRUCTURES SHALL COMPLY WITH F 20( Q TE L BC PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC 200 PAR. 306.3 IF THE EQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED OPENII MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSED TO MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRADE LEV SPECIAL MOTG ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAILS FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2007, SEC. 1509, 1522 AND CHAPTE SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 24. PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MIN. 42 CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCI PER NEC. 25. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTURAL BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT. 26. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE A FULLY INTEGRATED MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES. ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFICATIO SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WORK. 27. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT SHAL BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WILL BE DIRECTLY BELOW THE CPVC PIPING. 28. CONDENSATE DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFIED TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSULATI PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHUT Di THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY WITH FMC 2007, SEC. 3 SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR INSTi CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. 29. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD OF (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTROLS ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS ANC AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER. OUTSIDE I 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 NO. OF FROM DEFAULT VA UES COMBINED OUTDOOR AIR RATE TOTAL CFM 0/A REQUIRED TOTAL CFM 0/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 16, REQ'D TION SHEETS I DESCRIPTION MO.1 MECHANICAL NOTES, LEGEND & CALCS M2.1 MECHANICAL FLOOR PLAN M6.1 MECHANICAL SCHEDULES M7.1 MECHANICAL DETAILS SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING GRILLE LINEAR DIFFUSER L- MANUAL VOLUME CONTROL DAMPER f03� REDUCER OR INCREASER FLEX DUCT DUCTWORK DUCT TURN WITH TURNING VANES -PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH VANE EVEN IF SYMBOL IS MISSING STANDARD RADIUS ELBOW, ROUND DUCT ALL SQUARE OR RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL IS MISSING. ®UP SUPPLY & OUTSIDE AIR SECTION (UP) j DN SUPPLY & OUTSIDE AIR SECTION (DN) ® UP RETURN OR EXHAUST DUCT SECTION (UP) s DN RETURN OR EXHAUST DUCT SECTION (DN) ® ROUND UP SHOE TAP DAMPER n �,, 7 4 , Y. EE CEILING OR INLINE EXHAUST FAN ROOF EXHAUST FAN ® ROOFTOP UNIT FIRE DAMPER MOTORIZED DAMPER �T THERMOSTAT O CEILING MOUNTED REMOTE TEMPERATURE SENSOR DD DUCT SMOKE DETECTOR I SUPPLY AIR "A- RETURN AIR w/ DOOR UNDER CUu c N T VCD VOLUME CONTROL DAMPER MOD MANUALLY OPERATED DAMPER TAG SUPPLY AIR I�E7 DIFFUSER OR GRILLE DESIGNATION TAG RETURN/EXHAUST AIR DIFFUSER OR GRILLE DESIGNATION TA®-• EQUIPMENT TAG AHU- AIR HANDLED UNIT --- KSF- KITCHEN SUPPLY FAN - -► KEF- KITCHE EXHAUST FAN --• TEF- TOILET EXHAUST FAN 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 CD CONDENSATE DRAIN NC NOISE CRITERIA COP COEFFICIENT OF PERFORMANCE 0/A OUTSIDE AIR DB DRY BULB OBD OPOSITE BLADE DAMPER DIA. DIAMETER PD PRESSURE R DROP. D P. 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. p iLm: 2009-0325 I P*d I6` 1 P.F. .. dxbedbP. B.B. i s; Ada AS NOTED Idft 12-02-09 'im BtLCE� i i Lpro• J! _ ....o) ROLL UP DOUR PROVIDE INSULATION AA 125 A A jj 7 e 12P I 1 a a I OT iN a -5D SLOP OF WORK CU TOD —' ff AA Kt) A 1 B' 1 N� S C❑NFEREN E MAT FIRE ATERIALS TA S MA ERIALS M TERIA A A i ER L(� A L MATERIALS AA RISER 250 250 f � l I I R tl I I { I I 120 e 400 4U0 I I 160 140 I 120 A A - PRACTICE AREA 425 C N A 4oa { 16 e CNFEREN E 0 A T e e 425 400 400 180 160 A q t- CA e CNFERE CE -0- Q 4 120 A e 425 AA AA AA 1450 7450 EXIS71N EXISTING 1425 EXISTING AA AA 11) t l C'i CONFERENCE �a — — -1 EXISTING 26X200 ( RN - 27 26X20� LN 75 41 Y 300 CNFERENC -0- 00 e. CONFERENCE Y A 150 ❑ TI❑NAL OFFICE A 350 (O 9 a DID I _ / 1 r6X20 260 14&1 t -6 l MECHA cAL PLAN 0 /a•�r-o' NORTH L (' J l AL OFFICE H ERAL TI ;ATION OF E SHALL 8E t i-TING THE ORDINATE[ iSSUED.FOR PERMIT +n E M N � O I I �'r' � c n •.j � PaSv�, c` LL_ NMaky"ti� ¢� o PH U =m uh a a ?w �z E �w 4al ¢m 'T FAN SCHEDULE BI3ECfION DATA FAN DATA MOTOR DATA OPAL DATA TAG SERVICE AREA MANUF.(*) MODEL CONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE WEIGHT (LBS) DIMENSIONS L"xW xH" OPENING L"xW" CONTROL ACCESSORIES E 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 1. NOTES: PROVIDE GRILLE COLOR PER ARCH. SPECS GENERAL FAN NOTES: 2. PROVIDE BACK DRAFT DAMPER a. MOTOR STARTERS, DISCONNECTS IF NOT FACTORY PROVIDED AND ALL EQUIPMENT ( ) 3. ' PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THE: MAL OVERLOAD PROTECTION, NORMAL POWER AND EMERGENCY POWER WIRING BY ELEC. CONTRACTOR COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ANY PU CHA LNG. 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 RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS. e. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. g. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECS. c� SUPPLY AIR QOILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANGE NOTES A TITUS/ 300FL NECK +1-3 SEE PLAN ALUM. SIDE WALL OFF WHITE OBD - MAX. 30 SEE PLAN 146 4" B TITUS/ TDCA-AA 12X12 SEE SCH. ALUM. LAY -IN OFF WHITE OBD 4-WAY MAX. 30 SEE SCH. (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR GENERAL NOTE& 1. PROVIDE SPIN -IN COLLAR AT TRUNK TO FLEX DUCT CONNECTION. 2. PROVIDE TYPICAL 4-WAY DIFFUSION, 2-WAY OR 3-WAY ONLY WHERE INDICATED ON PLAN FLEX 3. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 4. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND OWNER 601, 50-125 CFM 5. FLEX DUCT SIZE TO BE SAME AS DIFFUSER NECK SIZE. 8m'° 130-200 CFM 100" 205-330 CFM ALL. VERIFY WITH ARCHITECT AND TENANT/OWNER, 335-450 CFM PURCHASING OR INSTALLATION, IF A BULDING CFM TO BE FOLLOWED REGARDING A SPECIFIC MODEL =ATTUETNAIHIIONHO 140" 455-600 RER AND SHALL BRING ANY DISCREPANCY TO OF ENGINEER. r 160" 605-700 CFM CTG FM RETURNIGRILLE SCHEDULE TAG MANUF. & MODEL FACE SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER THROW NC CFM RANG NOTES AA 71TU5 3FL / 12X12 SEE SCH. ALUM. SURFACE MOUTED OFF WHITE OBD - MAX. 30 SEE SCH. 1-3 BB TITUS/ PAR -AA 24X24 SEE SCH. ALUM. NOTE #1 OFF WHITE OBD - MAX. 30 SEE SCH. 2-3 (*) EQUIVALENT MANUFACTURER: METALAIRE, PRICE, CARNES, T & B, NAILOR NOTM CONTRACTOR SHALL VERIFY WITH ARCHITECT AND TENANT OR OWNER, PRIOR TO ANY PURCHASING OR INSTALLATION, 1. REFER TO ARCHITECT PLANS FOR CEILING TYPE. BUILDING STANDARD HAS TO BE FOLLOWED REGARDING 2. CONTRACTOR TO COORDINATE FINAL SELECTION WITH ARCHITECT AND 0 kRA 14 SPECIFIC MODEL OR MANUFACTURER AND SHALL BRING 3. PROVIDE INSULATION ON THE BACK OF DIFFUSER IF IN ANY DISCREPANCY TO THE ATTENTION OF ENGINEER. UNCONDITIONED SPACE NECK BIQE CFM RANINE HEM 8M CM RANGE 6X6 0-150 GEM 15X15 0-900 CFM 8X8 0-250 CFM 1SX18 0-1350 CFM 10X10 0-400 CFM 22x22 0-2000 CFM 12X12 0-600 CFM A/C UNIT TAG U MANUFACTURER MODEL TOTAL SENSIBLE C/ . MBH. TOTAL COOLING CAIII MBH. ENT. AIR TEMP D.B. W.B. 'F LEAV. AIR TEMP D. /W.B. 'F SUPPLY AIR CFM OUTSIDE AIR CFM VOLTAGE - s MCA/MOCP SEER/EER _ OPERATING WEIGHT BS. DIMENSIONS L x W H (IN.) ROOF OPENING (IN. EXISTING RTU UNIT SCHEDULE RTU-5 RTU-8 RTU-11 AAON AAON AAON 14398 (RK10) 13990 (RK10) 14398 (RK10) 97.2 80.4 79.0 115.4 109.7 110.9 77.1 /64.7 78.7/65.9 80.9/67.4 56/55 55/54 56/55 3200 3200 3200 300 305 370 RTU-27 AAON 13990 (RK10) 90.2 116.8 79.1 /65.0 55/54 3200 450 REF./LBS. - - - NOMINAL TONNAGE - - - - NO. OF COMPRESSC S - - - CA COMP. R.L.A. EACH - - - NO. OF OUTDOOR F NS - - - - FAN FLA. EACH - - - - - INDOOR FAN TYPE FAN E.S.P. (IN. W.G - - - - FAN H.P./B.H.P. FAN F.L.A. - - - - COIL ROWS/FPI HEATER TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC HEATER K.W. 0 RA D VOLTAGE - - - - NO. OF STEPS 2 2 2 2 FILTER TYPE/EFF. 2" AL. METAL MEDIA 0 30% 2" AL. METAL MEDIA ® 30% 2" AL. METAL MEDIA ® 30% 2" AL. METAL MEDIA ® 30% NOTES: L VERIFY EQUIPME CONDITION AND INFORM COND111ON 2. ADJUST MOTORII D DAMPER TO THE REQUIRE OUTSIDE AIR. AIR FLOW —S --------------------------- SUPPLY DUCT APPLY DUCT SCALER ® ALL AROUND STAINLESS STEEL DRAW BAND SPIN -IN BELL MOUTH FITTING WITH MANUAL FLEXIBLE DUCT RUN ---- VOLUME DAMPER LOCKING QUADRANT TO BE EXPOSED GALV. STEEL ROD OR NYLON DRAWBAND AND STRAP SUPPORTS PER MASTIC AT EACH CONNECTION SMACNA STANDARDS FLEXIBLE DUCT WITH SIDE TAKE -OFF FITTING INSULATION & VAPOR BARRIER WITH DAMPER, BELL MOUTH OR SHOETAP TYPE SQUARE TO ROUND MAIN SUPPLY AIR ADAPTER TIE TO DUCT, SEE PLANS FOR STRUCTURAL TYPE AND INSULATION SUPPORTS GYPSUM BOARD CEILING 2" WIDE METAL BAND SUPPORT = - - II LOUVERED FACE CEILING DIFFUSER SQUARE TO ROUND I 1-1/2" X 1-1/2" X 1/8" GALV. ADAPTER ANGLE OR STRAP PER SMACNA I, CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL TYPICAL DIFFUSER DETAIL NOT TO SCALE ® ■ DIRECT DRIVE OR ADJUSTABLE PITCH MOTOR SHEAVE AS REQUIRED MOTOR AND DRIVE OUT OF AIR STREAM MOTOR DOME RUBBER ISOLATOR ALL ALUMINUM WI HUB & HOUSING DISCHARGE DOME W/ BIRDSCREEN RUBBER GASKET CURB & FAN HOANCHOR FAN TOWITH LAG SCREWSTRUCTURAL PLMIN. (2) ON EACRUN FLASHING UNDER FAN BA EXHAUST AIR DUCT W TYPICAL IN33TALLATIEIN NOTE (A) RETAINING ANGLES: MINIMUM 1-1/2" X 1-1/2" X 0.054 (16 ) RETAINING ANGLES MUST OVERLAP STRUC JRE OPENING 1" MINIMUM AND COVER CORNERS OF OPI VNGS AS SHOWN. (8)CLEARANCE: 1/8" PER LINEAR FOOT BOTH DIMENSIONS D T SHALL ATTACH (C) STEEL SLEEVE: TO EVE (STYLE "B") (B) — (D) APPROVED FIRE DAMPER, CURTAIN BLADE FYPE WITH 165' FUSIBLE LINK (E) SECURE RETAINING ANGLES TO SLEEVE _ NO. 10 STEEL SCREWS (F) SECURE DAMPER TO SLEEVE ON 8" CENIT ZS NTH 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". 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 COMPUANCE 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 + 4 SET CURB IN ROOFING CEMENT f AND FASTEN TO U1-41 OPENING TO BE LINED WITH FIRE RESISTIVE MATERIAL OF RATING EQUAL TO THAT OF THE WALL 1SEE ARCH. ' FIRE RESISTIVE MATERIAL FIRE DAMPER SLEEVE BREAK -AWAY CONNECTION J DUCT J + P . " WOOD 8TUD + a ; SEE ARCH. FIRE RESISTIVE MATERIAL METAL STUD AROUND PERIMETER OPENING (F) METAL STUD SEE S y- e" • a DUCT ^< a.. e+d (A) CONCRETE OR MASONRY F+1` ® U nl Ri �1 Q � U a paojLmw 200 --0325 P*Dt P.F. dombr. B.B. X& AS NOTED drat 12—q2-09 eltaat P�j� LIGHTING FIXTURE SCHEDULE SYMBOL TYPE DESCRIPTION LAMPS I BALLAST I VOLTAGE MOUNTING REMARKS NO.1 TYPE WATT I TYPE (D O HBO32OPSM-AR19 1 PSMH 320 ELECTRONIC 277 JOIST SUSPENDED O 141-FT-250PSMH 1 PSMH 250 ELECTRONIC 277 WALL SURFACE SINGLE FACE THERMOPLASTIC EAT SIGN/LIGHT NTH WHITE HOUSING AND RED LETTERS PROVIDE DIRECTIONAL ARROWS AS INDICATED. MCPHILBEN 'CXXLI' SERIES PROVIDE FIXTURE VWTH A - LED - = DUAL UNIVERSAL 90 MINUTE BATTERY BACK UP. NOTES: 1O VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. GENEREAL NOTE: O2 MOUNT AT 7'-6" ABOVE STAIR LANDING. 3 OPROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. NO SUBSTITU11ONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER. �4 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 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 TAMPE R 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. FIRE ALARM SYMBOLS ElP FIRE ALARM MANUAL PULL STATION. EST #SIGA-27B ® PHOTOELECTRIC SMOKE DETECTOR. EST #SIGA-PS/SIGA-SB4 P ®IONIZATION SMOKE DETECTOR. EST #SIGA-IS/SIGA-SB4 I ®DUCT SMOKE DETECTOR. EST #SIGA-DH/PS/SB, 24 VOLT DD ORS HEAT DETECTOR (185- F). COMBINATION - RATE OF RISE AND FIXED TEMPERATURE. EST #SIGA-HRS/SIGA-SB4 FF-A-C-Pl FIRE ALARM CONTROL PANEL - ADDRESSABLE. EST #QS/EST2 FR-P-S-1 REMOTE POWER SUPPLY. EST #BPS10 FSA FIRE ALARM SYST EM ANNUNCIATOR. EST O #QSILSRA ACT ALARM COMMUNICATOR TRANSMITTER. EST #DLD EMERGENCY WARNING LIGHT. EST "ELl" SERIES 75 cd $®� FIRE ALARM HORN /STROBE COMBINATION. EST #G1RF-HDVM HWR. NUMERAL ADJACENT TO DEVICE INDICATES CANDELA RATING. 75 cd % FIRE ALARM STROBE. EST # G1RF-VM HWR 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. p it FIRE ALARM FLOW SWITCH �l (FURNISHED BY SPRINKLER CONTRACTOR) FIRE ALARM TAMPER SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) a 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 NOTIFY 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 DI ECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIC IS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATION L ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINA CES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOV ARE 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 S NALING 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 20( f) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH TH OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIO 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 CONSTRUC110N. E CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRIC SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER W KING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS F M A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHA INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY A ID 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 IIPMENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATE THE CONTRACTOR SHALL FURNISH AND INSTALL. PART 2 - PRODUCTS A. MINIMUM WERE SIZE SHALL BE #12 A.W.G. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH "THHN-THWN"INSULATION UNLESS OTHERWISE NO D. B. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED I JBS IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. C. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. CIRCL r BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARK "SWD". D. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BRE ERS. E. PANELBOARDS AND LOAD CENTERS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPP 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 OUTLET IN DWELLING UNIT BEDROOMS SHALL BE ARC -FAULT CIRCUIT INTERRUPTER TYPE. 5. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRC IT BREAKERS. 6. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 7. PANELBOARD ENCLOSURES SHALL BE FURNISHED WITHOUT PRE -PUNCHED CONCENTRI KNOCKOUTS. 8. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH /4" ENGRAVED LETTERING FOR PANEL IDENTIFICATION. 9. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH IRCUIT DESIGNATIONS. F. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK ENC OSURES AS REQUIRED BY EXPOSURE. G. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED, WITH OVERLOAD RELAYS IN EA H HOT LEG. H. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. I. WRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE CC OR 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 Al1 RED GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GRE 2. BRANCH CIRCUIT WIRING AND SERVICES (#6 AND LARGER) SHALL BE COLOR CODED 4 ALL 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) UNLE OTHERWISE NOTED OR SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDI ON. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMP SSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE L 3E, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATI FOR THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING FOR CIRCUITS 0 AMPS OR LESS AND CONCEALED IN WALLS OR ABOVESUSPENDED CEILINGAND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4. TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS CEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS IND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AU HORITY HAVING JURISDICTION. 5. TYPE NM (NONMETALIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FO USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CON ALED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTI C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE -ATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLAS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE F ZOGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND T1 EPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF W RK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRI DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE N AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED T E REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS Of LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WIDE K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EAC I CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY ONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL CHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMININ CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF RE SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WERE SIZE FOR RUNS 100 FT. TO 200 FT. ANC TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PR VENT VOLTAGE DROP EXCEEDING 2%. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQU IEMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFOI MER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CON ACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEEF BEFORE 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. v 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. 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 tY 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. QA 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER li SEE ARCHITECTUAL DRAWINGS FOR SPECIFIC REQUIREMENTS. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE Q JUNCTION BOX 4 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) kZ3 AS FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING AS FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM 0 ELECTRICAL PANELBOARD WED WEATHERPROOF T/C TIME CLOCK A.F.F. ABOVE FINISH FLOOR �B PUSH BUTTON I 1 I I i pojk>ro: 2009 0325 E Pam P.F. t B.B. 3 xrllG AS NO ddc 12-02-09 1 t j ROL UP DOOR 2 .8 30.7 37.6 40.10 36.3 3 .8 3 4 35.6 28.7 22. i f � / 3 .0 36 43.5 4 0 45.4�` 4 .1 4 ? 40.2 32.4 25. / CQN RENCE OT'IN N Rr.T ISE C^ scar o wWORK3 .7 39. , - - . -5 4 ' 3 .0 43.0-.- 5C $6.8 5 -, 5 3 52.2 46.7 40. i E 3.5 47.2 7 4 8 _ 47-. - C L 24.5 29 6 .438.0 33.9 34.3 3 s0 3 F93 4'.0 6. 4 .7 7 .3 53.8 51.5 52.� 6.5 5`.1 9, 1 54.2 48.5 40. 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CL�htI�E �1 I ; 43.9 51.7 61.1 63.4 58.2 58.9 65.7 6 5 60.0 62.3 6 .1 64.9 59.5 63.3 68.2 63.6 59.6 65.1 6 .7 63.0 60.5 66.2 67.0 59.9 58.3 61. -----5 -5 6 56:5� I PRACTICE AREA 43.8 51.7 .0 63.2 58.4 59.0 6 .0 .6 59.6 62.4 68.0 65.7 60.5 63.9 68.2 64.3 60.4 65.5 68.6 63.5 61.1 66.2 6 .8 60.2 58.1 60.5 57.10 51.9 5 "51. _.. _ 40.3 47.8 .6 58.7 54.2 54.3 59.5 5 .7 55.0 57.1 63.4 61.4 56.2 59.8 63.9 60.3 56.2 61.1 63.9 59.4 56.9 61.8 6 .4 56.2 54.2 58.2 8.2 5 S 0 54.8 48.6 40. / ❑PTI❑IVAL NEE EE 34.8 40.7 .5 49.0 45.6 .0 46.3 48.0 53.3 51.7 47.5 50.5 5 .5 50.8 47.6 51.4 53.7 50.2 48.1 52.4 53.1 48.6 48.5 54.0 6.0 5 .3 5 4 58.8 52.0 43. CINEME71C I w 2 7 9.3 40.2 4 .1 42.4 40.6 41 7 4 3 42 4 7 42 30.6 35.0 .5 39.5 38. 38.7 4 .4 4 3 �i. .0 0. .3 43.5 42.0 41.0 42.9 43.5 42.1 44.0 47.9 7.3 4 .5 5 � .2 �PfIlIN(L ❑ CE 1 21. 24.4 .1 25.6 26. 26.8 2 '.5 21.7 27.8 28.2 28.3 .5 28.3: 28.1 28.6 .6 28.4 28.4 28. 28.9 28.7 29.0 30. 33.9 36.9 4. 3 3 ,3 5 40 7 3 .0 2 4.2 27.3 3 1 35.1 31.3 24. Luminairs Schedule Project: GMMN COLLAR COALITION 320 REV1 Symbol Sty Label Description NOTE Lumens LLP Netts Cutoff Class O33 A IM32OPSH-AR19 33000 10.750 458 Seed-Cotoff 7 B 141-PT-25OPS16 2::000 0.750 292 cola catoff Calculation Summary Project: Project -I Label Avq Max Nin AvW/Min ft./Nil Roam Ploor 49.32 68.7 21.6 2.to 3.10 PHOTOM T fC PLAN 1 /8"-V-0" C❑NFE ENC H_i H-3 / i I 1 1 I I 1 C❑NFE' ENC o F RACTICE AR A e e e o 0 0 / �ICAL} ► h7 / C❑NFE` ENC i i❑ ,_I ILiNAL ❑FfICE ►_ _—► 0 0 0 0 0 0 YF [I 'I [FINAL ❑RICE OVERRIDE TCI I KEYNOTM CIRCUIT THRU LIGHTING O CONT SHEET E5., FOR DETAIL. LIGH IN PLAN 9 /8'-9'-0' A CFINFERENCE ► _, i i t t C❑NFERENE 1 III SWITCH AC OR !_C-1. SEE pgtna: 20W=,0325 P*mw. P.F. al�lr B.$. � AS N07E0 121-02-Q9 a1110et PI'oJed 10 75cd p ROL- Up DOOR W ---- L-13 15 W-2,4 ISE Q. SCOP7 OF WORK W-6,8 us 01,4 W-10,12 75 W-14,16 m L 0,11 W-18,20 W-22,24 H 75cd jj L-17 L— 4 75� TERIALIS MATERIALS MATERIAUS! MATERIALt MATERIALt CONFEREN E ,w 5 AFF L-19 7 cd �VAFF L-21 5' �AFF L-23 BUSSWAY L-3 CONFERENJE v ig 7 cd L-6,8 W. PRACTICE AR --A % CONFERENCE 7 cd 1 —BUSSWAY L-2,4 3a�,40,4� L-5 5 AFF 75cd 18" AFF ---------------- 75cd IP" 0 N E Flo-i GAL AN i/o"—i'—o* GENERAL NOTES KEY NOTES 1. CONTRACTOR TO CONNECT NEW FIRE ALARM BUSSWAY AND DEVICES ON I DEVICES 1-0 EXISTING BUILDING FIRE ALARM BUSSWAY TO BE PROVIDED BY CONTROL PANEL. VERIFY EXACT LOCATION AND (D OTHERS. COORDINATE EXACT PANEL LOCATION IN FIELD. LOCATION IN FIELD. L.,L-i 1 141 L- I\ L-1 4I1 L-X 11 OPTIONAL OFFiCE s = 111SCHEDULE OF EXISTING DISTRIBUTION PANEL "SEW MAIN: 1600 SPEC: SQU MP / 3 POLE, MAIN CIRCUIT BREAKER VOLTAGE: 480/277V, 30, 4 WIRE E D TYPE 1-LINE OR APPROVED EQUIVALENT AIC SYMM: 200,000 DESIGNATION DESCRIPTION CIRCUIT BREAKER FEEDER A PHASE KVA 8 PHASE KVA C PHASE KVA NOTES TRIP POLES SE-1 ISTING BREAKER 800 1 3 - 76.8 76.8 76.8 SE-2 XISTING BREAKER 600 1 3 - 57.6 57.6 57.6 SE-3 ISTING BREAKER 400 3 - 48.0 48.0 48.0 SE-4 EW PANEL 14 600 3 2 SETS - 4-350MCM & 1 1G - 3 69.3 66.6 66.5 ^p NOTES= 251.7 249.0 9 KVA PER PHASE 908.7 898.9 898.248.5 AMPS PER PHASI 749.6 TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL n 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 WARE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP I COND. GND. WIRE DESCRIPTION SPARE - - - 20 1 - 8.3 2 100 2 -1 2 1,#8 2#3 WELDER DISC SPARE - - - 20 --5 3 - 8.3 4 SPARE - - - 26 - 8.3 6 100 2 1-1/2' 1p8 2#3 WELDER DISC SPARE - - - 20 7 - 8.3 8 SPARE - - - 20 9 - 8.3 10 100 2 1-1/2' 1 8 f#3- WELDER DISC SPARE - - 20 11 - 8.3 12 SPARE - - - 20 13 -1 8.3 14 100 2 1-1/2- 1#8 2#3 WELDER DISC SPARE - -I - 20 15 - 8.3 16 SPARE - - - 20 17 - 8.3 18 100 2 1-1/2'1#8 2#3 WELDER DISC SPARE - - - 20 19 - 8.3 20 SPARE - - - 20 21 - 8.3 22 100 2 -9 2 1#8 2#3 WELDER DISC SPARE - - - 25 23 - 8.3 24 SPARE - - 20 25 - 26 20 - - - SPARE SPARE - - - 20 27 - - 28 20 - - - SPARE SPARE - - - 20 29 - - 30 20 - - - SPARE SPARE - - - 20 31 - - 32 20 - - SPARE SPARE - - - 20 33 34 20 1 - - - SPARE SPARE - - - 2D 35 - - 36 20 - - - SPARE SPARE - - - 2D 37 - 21.6 38 225 3 2" 1#4 3#4 0 BUSWAY '. SPARE - - - 2D 39 - 21.6 40 SPARE - - - 2D 41 - 21.6 42 54.8 54.8 54.8 KVA PER PHASE 456.7 1 456.7 456.7 AMPS PER PHASE 164.4 TOTAL KVA F xx_xx OUTPUT TERMINAL I - BLOCK (D , ! I L I D 1 8 PO LE, 30 AMP LIGHTING CONTACTOR MECHANICALLY HELD SQUARE D "LX" SERIES WITH COIL CLEARING CON- TACTS. O2 INTERMATIC ET7000C TIME CLOCK "T/C-1". LIGHT WALL MOUNTED OVERRIDE SNATCH CIRCUITED IN PARALLEL SO THAT IF ANY ONE DETECTOR IS ACTIVATED THE CONTACTOR IS RESET FOR NO MORE THAN 4 HOURS. i I I I I I REMOTE INPUT l,•4J. ,,L1, TERMINAL BLOCK it QQ l9 1 II I I L ULj COIL CLEARING r CONTACTS c I N 1 H-1 I LIGHTING 2 H-3 � LIGHTING 3 H-5 LIGHTING 4 H-7 LIGHTING 5 SPARE SPARE SPARE 6 �__+ SPARE 7 SPARE SPARE 8 SPARE SPARE El SPEC: o; / 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 480/277V, 30, D TYPE "NF" OR APPROVED EQUIVALENT AIC SYMM: 36,000 WIRE GND. COND. TRIP CKT. A PHASE B PHASE C PHASE CKT TRIP COND. GND. WIRE _ KVA KVA KVA -1#1_ 2 12 1 2 20 1 3.4 - 2 20 - - - SPARE 2 12 1 2 20 3 3.4 - 4 20 - - - SPARE el2 12 1 2 20 5 3.3 1 6 20 - - - SPARE 12 12 1 2 20 7 1.5 - 8 20 - - SPARE - - 20 9 - - 10 20 - - - SPARE - - 20 11 72 20 - - - SPARE - - - 20 13 - - 14 20 - - - SPARE - - - 20 15 - - 16 20 -1 - - SPARE - - - 20 17 18 20 - - - SPARE - - -I 20 19 - 20 20 - SPARE - - - 20 21 - - 22 20 - SPARE - - - 20 23 24 20 - SPARE - - - 20 25 - - 26 20 - SPARE - - - 20 27 - - 28 20 - SPARE 20 29 - - 30 20 - fj6 SPARE 20 31 - 9.6 32 110 -1 4 1PANEL '20 33 - 8.4 3420 35 - 8.4 36 3 20 37 - 54.8 38 350 3" i PANEL20 39 - 548 40 3 SCHEDULE OF BRANCH CIRCUIT PANEL „Lw 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 208/12OV, 30, D TYPE "NQOD" OR APPROVED EQUIVALENT AIC SYMM: 22.000 WARE GND. COND. TRIP CKT. A PHASE B PHASE C PHASE CKT TRIP COND. GND. WIRE KVA KVA KVA P 12 12 1 2 20 1 1.2 2.5 2 0 3 4 1#10 2#10 RECEPT 12 12 1 2 20 3 1.0 2.5 4 2 72 12 1 2 20 5 1.2 2.5 6 0 3 4 110 2#10 RECEPT 12 12 1 2 20 7 1.2 2.5 8 2 12 12 1 2 20 9 - 1.2 2.5 10 0 3 4 1#10 2 10 INSTA-I 12 12 1 2 20 11 1.2 2.5 12 2 12 12 1 2 20 13 1.2 1.0 14 20 1 2 12 12 WATER 12 12 1 2 20 15 1.2 - 16 20 - - - SPARE 12 12 1 2 20 17 1.0 F- 18 20 - - - SPARE - - - 20 19 - - 20 20 - - - SPARE - - I - 20 21 - - 22 20 - - - SPARE - - - 20 23 1 24 1 20 - - - SPARE - - - 20 25 - 26 20 - - - SPARE - 20 27 - - 28 20 - - - SPARE _ - - - 20 29 30 20 - - - SPARE - 1 20 31 - - 32 20 - - - SPARE 34 20 - - - SPARE - - - 20 35 36 20 - - - SPARE - - - 20 37 - - 38 20 -1 - I - ISPARE - - -1 20 1391 -- - 40 20 -1 - I - I SPARE - - -1 20 1 41 a9 9n _ _ _ I ccawr SCHEDULE OF DRY -TYPE TRANE. KVA VOLTAGE SECON PRIMARY SECONDARY MARK BF [MARK T1A 225 480 VOLT 30,3W 206 120 VOLT 30,4W - TtA-1L T1B 75 480 VOLT 30,3W 208 120 VOLT 30,4: - T1B-1L OO PAN MAIN BREAKER IS TRANSFORMER SECONDARY BREAKER. . PROVIDE SERVICE VE DESCRIPTION DESCRIPTION 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 EXPANSION TANK HEAT TRAP (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 A 2107 PROVIDE PIPE TEMPERATURE AND UNIONS, DIELECTRIC EL PSI PRESSURE R IF REQUIRED FOR RELIEF VALVE WITH TEST LEVER DISSIMILAR METALS. SIZED WITH AGA/CGA DRAIN VALVE BY TEMPERATURE STEAM HEATER MAUFACT. RATING 107 OVER HEATING INPUT. THERMOSTAT AND PROVIDE A HARD PRESSURE REGU- COPPER RELIEF LATOR FURNISHED VALVE DISCHARGE WITH WATER HEATER. LINE FULL SIZE OF VALVE OUTLET RUN 3/4" PLYWOOD BELOW - - TO INDIRECT WASTE WATER HEATER DRAIN miIN SAME ROOM OR PAN AS PLATFORM. TO OUTSIDE BUILDING WIN"-- 6" ABOVE GRADE WITH 2" DEEP SAFEPAN. A VISIBLE AIR GAP IN SAME ROOM PER FLORIDA PROVIDE A DRAIN BUILDI1 G CODE 2007 SEC. 504.6. PAN, RUN OVERFLOW LINE TO EXTERIOR PROVIDE 2" CHANNELS OF BUILDING AT 6" WITH MINIMUM 2 COATS ABOVE GRADE OR OF RUSTPROOF PRIMER NEAREST APPROVED WATER HEATER - MAXIMUM SPANNONG BETWEEN INDIRECT WASTE. OF 30 GALLON CAPACITY. THREADED RODS TO SUPPORT WATER HEATER PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT SAFEPAN. FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. SET HEATER THERMOSTAT AT 1207. CI PROVIDE TEST TEE , r WITH SCREWED COUNTER- j I COLUMN OR PARTITION SUNK ABS PLASTIC PLUG: i j AS SHOWN ON FLOOR FLAN TAPERED -THREAD WITH j CLEANOUT FACE SHALL TFE JOINT COMPOUND. I t BE WITHIN 4" OF WALL SURFACE. PROVIDE WHERE CLEANOUT TEE PIPE EXTENSION IF REQUIRED. _ IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. a CONCRETE FLOOR SLAB 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 1" STAINLESS STEEL STAY -OPEN BALL VALVE. STAINLESS STEEL PULL -ROD. 1/2" STAINLESS STEEL STAY -OPEN BALL VALVE. ­7 STAINLESS STEEL STAINLESS STEEL FLOOR FLANGE. - FINISHED FLOOR SHUT-OFF VALVE COLD WATER T SUPPLY LINE. 1-1/4" FEMALE INLET (PLUGGED). NOTE: EMERGENCY EYE WASH & SHOWER SAFETY STATION SHALL BE A GUARDIAN MODEL #1991, CORROSION RESISTANT AND ALL -STAINLESS STEEL. SAFETY STATION TO BE AS SPECIFIED OR APPROVED EQUAL. 1-1/4" OUTLET EYE WASH AND SHOWER DETAIL NOT TO SCALE INLINE FLOW CONTROL - MOUNTING FLANGES (4,' INSTANT -FLOW HEATER JUNCTION BOX 0 0 0 0 i O / :Lolls COLD INLET MAIN 301 �=0013120C ANGLE STOP VALVE COMPRESSION FITTINGS (2) 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 HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL 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 PROTECTIO 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 FC ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. B. 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 WA KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM , WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLA11C 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 AL 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 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND 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 Bl OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGI AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATIOt 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. NO 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 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( WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL P SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFS TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNC' SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE C CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. SHOCK ARRESTOR SCHEDULE 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 AND BENDS, PLUMBING SHEET INDEX SHEER DESMY110114 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 SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE S - - - $ VENT PIPING COTC CLEAN OUT TO GRADE S- - -S DOMESTIC COLD WATER PIPING FS FLOOR SINK §----j HOT WATER PIPING (110') CW DOMESTIC COLD WATER f- ----j HOT WATER PIPING (140') HW DOMESTIC HOT WATER -----3 HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING S-CD-S CONDENSATE PIPING HB HOSE BIBB S-CA- S COMPRESSED AIR PIPING VTR VENT THRU ROOF S-T&P-i TEMPERATURE AND PRESSURE RELIEF m GATE VALVE S--SID STORM DRAIN PIPING GLOBE VALVE S- G --S GAS PIPING IV CHECK VALVE S-(? j PIPE RISE UP pq GAS SOLENOID VALVE S-}-S PIPE DOWN OR DROP GAS COCK CAPPED END OF PIPE L WATER HAMMER ARRESTER (PDI No.) POINT OF CONNECTION 0 FD FLOOR DRAIN -J P-TRAP 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. IWH TANKLESS WATER HEATER SHALL BE BOSCH POWERSTAR MODEL # AE9.5, 208V, 1 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. 7777 ISSUED TOR PERMIT 12-02-09 CONSTRUCTION ISSUED - 0 On Cq I- w o p s H U z w w 0 cf) z 0 m a� v E� a uw c R �IGc o a o u.vc urn o� as �� pGp 9n�3C i cuc Y 1� U N V 4J oxou'C s � 0 uJ t V y Q o� L 4 L -m 4 0 Q 0 � U O w W O h U � IZ' O W � `J z 0 z PA a a a p 'o A a projt. no.: 2009-0325 projectmanager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet Pool Project CONFERENCE CONFERENCE C❑NFERENOE S 6 8 9 10 11 1 R❑L UP DOOR UNISEX H.C, o LAv CONFERENCE IOT IN SCOT OF WORK �____ iiiiiw HWC fCU T❑DIAN _ ATERIALIS MATERIAOS MA ERIAdS MATERIALS MATERIAL PRACTICE ARCA i AM T A R Y m L A Y v CONFERENCE CONFERENCE -t-- E ❑PTI❑NAL ❑FF CE ❑PTI❑NAL OFFICE CONSTRUCTION ISSUED co iNG R a9i nU 0 gyp, N�tH a O O•C. N $.a a u O M7M 0 z (� a�N � v 8 a a U zq w m \/\ PRACTICE \/ . � « \^\ . ... .�� 2��� . . .. . . . ... � . ... . . ... . . . . . . ..�...� ... ... . .. .. .�...,. � ... . D 0 M E� TM`� W AE� F L A N /3 b 314 �\ 3 314" � ^ 314 314 I R DpMESpC VINE WAi �E M \ / ' O \ B \ \ to \ \ WA -TER ONE. D©MCSTC WQTOR' \ \ \ DOME nNUA NpN " 'ONG ME �OC� pLQN \\\\\ /SEIS E��"E°Rco \ \ / N.Y.S. \ O r SANINnNNA110 \ Sn FO CO \\ \ EXIR J U�U �OoA N � T � `�, � � � SEE cI C DME R3 C l"L N.T.S. P4 U q obi f4 U C p*m„ 2009-0325 Fp*d="r- P.F. dkcWby- B.B. fcdc AS NOTED 12 02-09 ' FIRE SPRINKLER SCHEDULE SYM QNT TYPE/DESCRIPTION TEMP('F) RATING K FACTOR RESPONSE NPT I MFG. MODEL SIN ESCUTCHEON FINISH CONN. NOTES/INTENDED USE • - 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 4) RECESSED PENDENT 155 5.6 QUICK 1/2" CENTRAL TY-FRB TY3231 WHITE Thread KITCHEN AREA Q - RECESSED DRY PENDENT 155 5.6 QUICK 3/4' CENTRAL DI TY3235 CHROME Thread FREEZER COMPARTMENTS - JUPRIGHT 175 5.6 QUICK 1/2" CENTRAL TY-FRB TY3131 BRASS Thread ATTIC / MECHANICAL ROOMS - IVERTICAL SIDEWALL 175 5.6 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 W4ERE OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH DEVICES. 2. THE CONTRACTOR SHALL RECEIVE THE ARCHITECTS APPROVAL FOR ALL FIRE SPRINKLER DESPITE WHAT IS SPECIFIED IN THIS SCHEDULE. EXPOSED ESCUTCHEON TO OUTSIDE AIR, CHEMICALS, MOISTURE, OR FINISHES PRIOR TO INSTALLATION AND ORDERING 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" 3-1/2" 4" 5" 6" 1 8" STEEL PIPE EXCEPT THREADED UGHT- 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 UGHT- N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A WALL STEEL PIPE - 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" BLK C.I. 90' ELL NEW 1" TEE NEW 1" BLT PIPE NEW i" BLK C.I. 90' ELL NEW CONCEALED PENDENT SPRINKLER XISTING BRANCHLNNE NEW CEILING NEW CEILING NEW CONCEALED PENDENT SPRINKLER AR OVER DETAIL 2-HEAD RELOCATE NOT TO SCALE 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' 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: NEW 1" BLK C.I. 90' ELL REMOVE EXISTING 1/2" UPRIGHT REMOVE 1X% REDUCING EXISTING BRANCHLINE NEW ixtX REDUCER - OR NEW ix3/4 REDUCER NEW PENDENT SPRINKLER HEAD CHROME SEMI-REC. 165' 1/2" OR 3/4") OR NEWCPNCEALEPSlNKi ona rNEW CEILING ARMOVER DETAIL FOR 1/2" OUTLE7 OR 1" OUTLET NOT TO SCALE FIRE SPRINKLER SHEET INDEX SHEETi DESMFnON FS -b.1 FIRE SPRINKLER NOTES LEGEND &INDEX FS-2.1 FIRE SPRINKLER. PLAN SYMBOL LEGEND O HYDRAULIC REFERENCE POINT CEILING HEIGHT Q EXISTING FIRE SPRINKLER To REMAIN O NEW ADDED PENDENT FIRE SPRINKLER ® NEW ADDED UPRIGHT FIRE SPRINKLER NEW PENDENT FIRE SPRINKLER RELOCATED FROM EXISTING 1" OUTLET I SE UP OR DROP DOWN IN PIPE ELEVATION PIPE SIZE AS SHOWN O EXISTING P OUTLET 0 EXISTING LET TO BE PLUGGED OR D OO FIRE STANDPIPE WITH 2-1/2°DRAIN RISER 7 CONTROL VALVE WITH TAMPER SWITCH ® 2j" FDv (FIRE DEFT. VALVE) CDI 2j" FDV (FIRE DEPT. VALVE) EPW CONTROL VALVE ASSEMBLY NEW SPRINKLER PIPE — — — — EXISTING SPRINKLER PIPE TO Rc`T1AN tl� 7�W4( EXISTING SPRINKLER PIPE TO BE REMOVED 0-0° bte] ELEVATION BELOW TOP OF CONCRETE TEE [0'-0° ] ELEVATION ABOVE FINISHED FLOOR r (TOO i i-0") ELEVATION s TOP OF CONCRETE DECK NEW CONNECTION TO EXISTING SNAI'I.E7 TEE OR MECH• TEE CENTRAL SPRINK GROOVED 90 ELRO CENTRAL SPRINK TO SYSTEM FLEXIBLE COUPLING O CENTRAL CENTRAL RISER MANIFOLD W/: ALARM BELL t j (1) DRAIN AND TEST 0 e (2) FLOW SWITCH -_ (3) PRESSURE GAUGE (4) SIGNS ON BODY 0 z CENTRAL MODEL 90 GROOVED CHECK VA. o CENTRAL BFV \� GR. BUTTERFLY VA. W/ TAMPER SW. OMPONENTS TOP BEAM C-CLAMP SET SCREW LOCK NUT (HEX NUT) HANGER ROD ADJUSTABLE HANGER RING NOT TO assif/t'w hrough Penetration Firestop for m�����e Single Metal Pipe 3735 Gre through 9 � . Rd � Concrete floors or watts using Deachwool ❑H, 44122 GENERAL NOTES FYRE-SHIELD rye Drawing I%. to state 1. THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SPRINKLER CA�IiOZB F-rating = and 3 Hr INSTALLATION FOR THE PROJECT AS INDICATED IN THE DESIGN T-rating = 0 Hr 0 DOCUMENTS, THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH (206) THE 2007 FLORIDA BUILDING 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 :; r..•,. ,; •: AND, IF APPLICABLE, HYDRAULIC CALCULATIONS FOR REVIEW BY THE tj ARCHITECT-ENGINEER/OWNER PRIOR TO COMMENCING ANY FIELD WORK, ° AS WELL, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND, IF j 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 ® Floor or Wall assembly = 2,5' thick concrete LIMITED TO HVAC PLUMBING, ELECTRICAL, STRUCTURAL AND CIVIL, ® Steel Sleeve - optional - Sch 40(or heavier) steel pe with length as same as floor/wa thickness 4, THE SHOP DRAWINGS, INCLUDING HYDRAULIC CALCULATIONS, SHALL • Steel Pipe , Max, 6' steel, SHOW THE SIZES, TYPES, AND DIMENSIONAL LOCATIONS FOR ALL FIRE EMT, 4' electrical metallic tubing. SPRINKLERS, MAINS, BRANCHES, AND EXISTING PIPING FOR THE WATER Annular space Is 04 SUPPLY TO THE CONNECTION OF THE NEW SYSTEM, ® Completely fill annular space and thickness of floot cr va.tt with FYRE-SHIELD, Fitt material shall be domed on b it 5. THE DESIGN DOCUMENTS ARE NOT AND SHALL NOT BE CONSIDERED sides of assembly to a 1/2' height In addition to t knes;, SHOP DRAWINGS NOR INSTALLATION DRAWINGS. required for opening 6, ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER AND d assemb'y and LIMITED FIELD ❑BSERVATIONS, THE ENGINEER OR THE ARCHITECT MAKES NO REPRESENTATION FOR THE ACCURACY OF SUCH INFORMATION, Project. e rodul used h the above ass e y " been tested In accordance elth the foll.I The aba. dear . ASTN E914 aU479) Stahl Test )Rthod for Through Penetratbn nrestopphl, protl ucts have b based on both p tested and ore and anticipated THE CONTRACTOR SHALL VISIT THE BUILDING AND FIELD VERIFY ALL Location- AST" E119 No e69) Ston a d for rl l Tests of BWWInp Constructlm and "aterkis. uYt not be liable For not be la. Trento shah ny tlamoges, tllrect EXISTING CONDITIONS MATERIALS, EQUIPMENT, DIMENSIONS, ETC. ONCE Instnllen or come entJat of raterlal' edesig fro use design Trento DEMOLITION TAKES PLACE PRIOR TO SUBMITTING A BID OR COMMERCING. . Dnte6/26/93 Drawln ITR-1026 g Signature, L notalrlot found t e aeefwa.'�°pl°"nB ANY WORK. 7. THE CONTRACTOR SHALL REMOVE EXISTING FIRE SPRINKLERS AND/OR FIRE SPRINKLER PIPING NOT REQUIRED FOR THE PERMANENT A roved b C, Tuzzeo �.... 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) OR STRICTLY AS APPROVED BY " THE OWNER, NOTIFICATION OF A SHUTDOWN TO THE FIRE SPRINKLER 4' 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 AHJ1 WHERE IN THE OPINION OF THE AHJ IF PARTIAL OR TOTAL DEMOLITION OF THE EXISTING FIRE SPRINKLER SYSTEM TAKES PLACE IN SITE AND SUCH DEMOLITION IS OF A I 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 - - -- ---- - _- j� B. SECURING PERMITS AND APPROVALS 1 C. LABOR D MATERIALS E. CLEAN UP/WASTE REMOVAL EXISTING FIRE SPRINKLER PIPE 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 It ACCORDING TO THE GUIDE LINES AND REQUIREMENTS OF THE OWNER IF ANY WHICH SHALL BE ALSO RESPONSABILITY OF THE CONTRACTOR TO OBTAIN SUCH INFORMATION THAT SHALL BE AS PER NFPA 13, 2007 t EDITION AND AJH, THE FOLLOWING MATERIALS ARE SPECIFICATIONS AS PER NFPA 13, A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGSt BUSHINGS 1 ARE NOT PERMITTED, B. CAP OPENINGS IN PIPING DURING CONSTRUCTION, C. ESCUTCHEONS, FIT EXPOSED PIPES i EC TEE PASSING THROUGH FLOORS, WALL - NOT TO SCALE 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 t OPENINGS) IN RETURN AIR PLENUMS. °,°. °.° ,°• ° °. ° ° F. ABOVEGROUND PIPE MATERIALS, ° d vv 1. SCHEDULE 40, ALLIED XL, AMERICAN BLT OR COPPER (TYPE K, L OR M) FOR PIPE SIZES 1' THROUGH 2'. °p ° �. °o °aV'V. y ° l 2. SCHEDULE 10 FOR PIPE SIZES 2;k' AND LARGER. Concrete ° ?'° ( 3. SCHEDULE 80 FOR 'Ia' OR �' NIPPLE, NIPPLES SHALL NOT EXCEED Construction t"= 4` IN LENGTH. G, UNDERGROUND PIPE MATERIALS, j 0-� 1, DUCTILE IRON MEETING AWWA C104 STANDARDS 2. STEEL MEETING AWWA C200 STANDARDS COMPONENTS O—�` 3. CONCRETE MEETING AWWA C300 STANDARDS 4. PLASTIC MEETING AWWA C900 STANDARDS 1. Concrete Anchor. 2. 3/8" Rod Coupling 3. 3/8" All Thread Rod 4. Swivel Ring - T Powder Driven Stud NOT TO SCzAi_L ISSUED FOR PERMIT ,rq. Ea t V' NL� w M, a,n�c5'a a M r, o' w '"c, to 'r bog N V C�+j`y��� ,y O K ie (yi q, h W 32 a p. o v� N Q o� s U` �a w d� o I z 9• O H_ d v� a U Z0 z PA a y W P4 •a a projt, no.: 2009-0325 Project manager. RF checked by: B.B. scale: AS NOTED date: 12-02-09 r LLJ ,D;t - 6 tE ROL UP DOOR TYPICAL NEW pent 2%, X 1• y MECH, TEE o OT IN SCOP OF WOR I TVOTrA1 I FA MATFRIALIS `IIATERIALM MATERMLIS MATMIAL C❑NF REN E CClpen C❑NF REN JE CPS Open. Open C❑NF REN E Dpen ?tY Dpen ' I _ 1 Open PRACTI AREA Dpen Qpen 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, FE�L �MR` �NKL E.r--- TERIAL Open EADD pL AN t/e•—r—o• x V 10 11 i TYP AL NEW PENDENT FIRI SPRINKLERS TO ROVIDE PROPER IT R PROTECTION BELOW THE NEW PORTITIONS AREA @ 9 0' CEILING HEIGHT pen Open II CONFERENCE --O = Qpen TYPICALL EXISTING OVERHEAD -- Cu'� FIRE SPRINKLER SYSTEM TO REMAIN NEIhl E it I EXI rING IOpe FIR _ .. SPR� KLER ()RISE C❑N EREN N N N � r Dpen 6 6 6 6 6� r C❑ ERENCcE Dpem I ❑PTI NAL F1 CE OPTIE NAL []17 F1 CE c'7i pen N n Dpen Dpen Xz H IMPORTANT NOTESI — CONTRACTOR SHALL VISIT THE BUILE NG AND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING ANY IID OR COMMERCING ANY WORK. — ALL INFORMATION CANTAINED IN THE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PRI VIDED BY THE OWNER AND LIMITED FIELD OBSERVATIONS, THE ENGINEER M ES NO REPRESENTATION FOR THE ACCURANCY OF SUCH INFORMATION AND LL EXISTING CONDITIONS MATERIALS, EQUIPMENT, DIMENSIONS, TYPE OF SPRIIS LERS, ETC, SHALL BE FIELD VERIFIED, — TAP IN INTO EXISTING SYSTEM WITHECH, TEES OR SIMILAR WHEN IS REQUIRED TO PROVIDE PROPER PIPE SI ACCORDING TO NFPA 13 AND , ISSUED FOR PERMIT 12-02-09 1 0 -� o N m OOM 00 Q, V c awa� C=0 ~ ^ FIa PS O"0 FfjY in A v C N W 0. ..1 � Q zW � z g p 1 am O O Q 0 W a U � Z 0 W I a A4 a y r+4 o^ projt, no.: 2009-0325 project manager. , ` j py. checked by: B.B. scale: AS NOTED date: 12-02-09 Sheet FS2.1 y project