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HomeMy WebLinkAbout8801 Astronaut Blvd (3)_ I - r o TOILET o Q� JP J l 01 1 11N2 -- - 1 91 TORGE TORAGE _ 00 o �5T I POINT OF CONNECTIC I 0 0 0 16 1 0CD 6COLEMAN FIRE TO START 12 - l x 0 6 • TOILET ABOVE FINISHED FLOOR TOILET Q T SHIRTS F jn1 6 • o M ��� - `` Q OR 4 WET PIPE RISER BOR SEE DETAIL DRES,) I DRESS DRESS (� DRE �\ e L 1 e o 4 4 14 0 _ �Io1�� � �� I 1��oQ 0 6 TOILET 0 8 T — — — I o O O o c Cx r III C -0 ARCADE [ 9 801 J M I I o �I u f I , C o j o `C C 01 I II� li �i 11 I II II II l IIII I I I o o o 0 0 10 0 o 10 A- + I 4 4 _� 4 — 4 1 4 4 4 4 4 4 4 4 4 4 I 0 6[< 9 1M � 99 11/z� 10 0 1Qj7 9 10 10-2 9 10 10 2 9-10 10 2 9 10 9 11 9 10 0 3 10 I I• � +� I I C co C �I C c C co cn cn cn cn co cp cn cD co ��� co co 01 o C o o o o o o o C o o I m I N I I I u I I I II I II I s x x N N N N N RETAIL N N N N O4 13 18 20 I I I I k I I ( I FUTURE FUTURE TENANT TENANT N ,Crn .r a' �"a' _ rn Crn `Cm `Crn `Crn C rn Crn I I O 12 17 I I 11 I I I I ' I I I I0 r r SIN rV N N 01 ( N N N N N N N N O 11 IB I II I III N 2! '— N O IS O Area 1 1.612 Ft' ,I - 1 T L Design Area No 1 — ORD (P 2 Density 0 20 Area 1 500 SQ FT Flow 608 46 gpm @ 52 27 psi Includes 250 gpm Hose allowance Kul IY BRANCHLINEJ FUTURE TENANT -- J N FLOCR PL -=N - {-IRE PROTECTION NY I y `--4 GROSSMAIN I 2 WAY x 4 F D C (BY OTHERS) I 4 p� -----140----- C 900 I $ - — � HYDRANT— (BY �Q OTHERS) 411 I I I I it I I III o I I I _ I � I I I I I I FULL �BUILDING SEC ON 4 D C D A BACKFLOW PREVENTOR I I (BY OTHERS) I I ������ I I 10 ��t/�� — — — —16-0 J I TEST , I o� I — — — — — — — E(ISTINf 12 CITY WATER MAIN— TYPES OF SPRINKLERS NO DATE REVISION DESCRIPTION SYMBOLS S I N QUAN ORIF TEMP MAKE & MODEL TYPE FINISH ESC 0 1 16 13 SUBMITTED FOR APPROVAL RA1414 8 56 155 RELIABLE F1 FR SSP WHI FE RECESSED O R3622 139 80 1 j5 RELIABLE F1 FR SSU BRASS NONE X14 I SCALE 1/8 =1 -0 DESIGN CRITERIA WATER SUPPLY FLOW TEST NO OF SPRINKLERS FIRE PUMP DATE OF TEST 1 14 13 RATED CAPACITY TIME OF TEST GPM DISCHARGE RATED PRESSURE STATIC PRESSURE 68 PUMP TYPE RESIDUAL PRESSURE 64 WELL PUMP GALLONS FLOWING 1 110 GPM AVAILABLE TESTED BY CITY OF COCOA PSI AVAILABLE Kul IY BRANCHLINEJ FUTURE TENANT -- J N FLOCR PL -=N - {-IRE PROTECTION NY I y `--4 GROSSMAIN I 2 WAY x 4 F D C (BY OTHERS) I 4 p� -----140----- C 900 I $ - — � HYDRANT— (BY �Q OTHERS) 411 I I I I it I I III o I I I _ I � I I I I I I FULL �BUILDING SEC ON 4 D C D A BACKFLOW PREVENTOR I I (BY OTHERS) I I ������ I I 10 ��t/�� — — — —16-0 J I TEST , I o� I — — — — — — — E(ISTINf 12 CITY WATER MAIN— TYPES OF SPRINKLERS NO DATE REVISION DESCRIPTION SYMBOLS S I N QUAN ORIF TEMP MAKE & MODEL TYPE FINISH ESC 0 1 16 13 SUBMITTED FOR APPROVAL RA1414 8 56 155 RELIABLE F1 FR SSP WHI FE RECESSED O R3622 139 80 1 j5 RELIABLE F1 FR SSU BRASS NONE X14 I SCALE 1/8 =1 -0 DESIGN CRITERIA SYSTEM NO 1 NO OF SPRINKLERS HAZARD ORD GP 2 20 SPACING 130 GPM DISCHARGE I' FACTOR 8 0 52 27 INSIDE HOSE 0 INSTALLATION AND TESTING SI-, LL -3 IDLY V�tITI-a OUTSIDE HOSE 250 RACK GPM 0 (6) HEAD SPARE SPRINKLER HYDRAULICALLY DESIGNED SYSTEM LOCATION TENANT NO OF SPRINKLERS 13 DEI JSIT ( 20 DESIGN AREA 1 500 SO FT GPM DISCHARGE 60846 RESIDUAL P_)I AT 52 27 147 IHEADSI THI`' I SHEET STEEL ANGLE TOP BEAM CLAMP ZINC THREADED ROD UHANGER RING 1 SANGER DETAIL NOT TO SCALE L .0 ee�tie�twi C.L/4l$®''�i r i No 58238 o ® STATE OF "`` BY Engineer of Record =� CJL Gaylon R Claiborne, 2641 Canterbury Circle Rockledge Florida 3295 R p d d 1y HILTI I C t y f J Lb t I D b 4 200 R p d d by HILT[ I C t y f UL U d t L b t UL D b + 2072 P 3 t f P 9 f 2 1 �kyl J060 Cavel Street West Melbourne Florido 32904 I I Ph \321 —508-2767 colemanfire@cfl rr com '1 110 I VA rt T 0A6 File Name Bldg Permit #9673 Address ��', r:ijlrl 8801 Astronaut Blvd OVERHEAD PIPING PLAN PROJECT NAME BE'A CHWA FE C O IPLE'X 8801 ASTRONAUT BLVD CAPE CANAVERAL FLORIDA DRAWN BY Cnri� J Lorton DATE January 16 2013 SPRKS ON JOB 147 SCALE As Noted APPROVALS LOCAL AUTHORITr CONTRACT NO SHEET 110 1 OF 1 GENERAL NOTES 4 CROSSMf,iN 1 FIRE PROTECTION SYSTEM DESIGN MATERIALS 120V INSTALLATION AND TESTING SI-, LL -3 IDLY V�tITI-a 6 ELE BELL NFPA 1.3 (2007 ED) AND ALL APPL IC'ABLE STATE (6) HEAD SPARE SPRINKLER AND LUCAL CODES 2 xi TT — BOX W/ WRLNCH 2 SPRINrL.ER kEADS ARE REQUIRED 5E A1\1 t TTERN TOL W/l x4 BUSHING CENTERED IN ACOUSTICAL CEILING T TF N ,RAIN VALVE Y4 xO 4 TT Jq i WAf VALVE ON 2x4 3 TI TO Y4 PLUG 300 PSI GAUGE 3 ANY AND ALL PCINETRATIUNS N = ' _ Sl` 01'E 90 -f lUT , R 1 7 IT 4 r OW SWITCH WALLS SHALL BE FIRE AND SMOKE STOPPED VVITH A �T -,7-)SEI'- BLY 4 ALL PRO.UCT PI' AJC AND ECUIP IEN USED r "OR FIRE F'It^IECTION WORK a:)HOVVN ON THESE I. DRAWINGS SHAL_ BE U! LISTED aND DEAR SUCH MART ING -EE MATERIAL SUBtiII-TAL DATA FOR PI,ODUCTS TO BE USED ANY SPRINr.LER HEADS TO BE INSTALLE-) N 4ARD CEILINGS SHALL BE PROTE�.TFD BY A —_— - 4 FROM r IT f WATLR UPPLY REMOVABLE HEAD COVES TO El ` UP L -1EAD S NOT DAMAGED DURING CEILING FIN'- I �G PROCESS /\ A HANGER SPACING AND INST4LLATION gHALL c_ONFORNI WITH NFPA 13 (2007 ED) NO SCALE -7 ALL TH FAD ROD SHALL BE: - JC PLATED 8 MATERIAL OF INFEPNATIC JAL~ SRI r1HY BE USED 9 NO PAINTING VVIRING OR PROV DING OF FIRE EXTINGUISHERS IS REQUIRED OF THIO CONTRACTOR 10 ALL OUTLETS SHALL BE SHOP WELDED TAPE AND PIPE DOPE SHALL BE USED AT ALL MELDED OUTLETS STEEL PURLIN 11 PIPE JOINT COMPOUND SHAD BE USED aT ALL THREADED CONNECTIONS 12 ALL GROOVED PIPING SHALL BE BLACK SCH 10 SAMMf SUPER CREW PIPE UNLESS OTHERWISE NOTED WDR 1 13 ALL THREADED PIPING SHALL BE BLAur, SCH 40 UNLESS OTHERWISE NOTED -3/8 ZINC ATR 14 ALL GROOVED MAINS ARE SHOWN AS CUT SEE PLAN FOR LENGTH DIMENSIONS ALL THREADED LINES ARE SHDWN AS CUT DIMENSIONS 15 TYPE OF CONSTRUCTION STEEL PURLIN 16 DESIGN FOR THIS BUILDING IS BASED ON AN HANGER RING - SEE ORDINARY HAZARD GROUP 2 OCCUPANCY ,--'-PLAN FOR SIZES MERCANTILE PIPE SIZING IS BASED ON PROVIDING 20 GPM OVER THE ENTIRE AREA INCLUD NG THE: ,OST REMOTE l j0(,) -)U r T 25U GPM COMBINED HOSE ALLOWANCE HAS BEEN �ANGER /\A\I ADDED AT THE CONNECTION TO THE NEAP�ST � �� L FIFA HYDRANT MAXIMUM COVERAGE PER, SPRINKLER IS 130 SOFT FOR STANDARD SPRAT NOT TO SCALE SPRI NKLERS L .0 ee�tie�twi C.L/4l$®''�i r i No 58238 o ® STATE OF "`` BY Engineer of Record =� CJL Gaylon R Claiborne, 2641 Canterbury Circle Rockledge Florida 3295 R p d d 1y HILTI I C t y f J Lb t I D b 4 200 R p d d by HILT[ I C t y f UL U d t L b t UL D b + 2072 P 3 t f P 9 f 2 1 �kyl J060 Cavel Street West Melbourne Florido 32904 I I Ph \321 —508-2767 colemanfire@cfl rr com '1 110 I VA rt T 0A6 File Name Bldg Permit #9673 Address ��', r:ijlrl 8801 Astronaut Blvd OVERHEAD PIPING PLAN PROJECT NAME BE'A CHWA FE C O IPLE'X 8801 ASTRONAUT BLVD CAPE CANAVERAL FLORIDA DRAWN BY Cnri� J Lorton DATE January 16 2013 SPRKS ON JOB 147 SCALE As Noted APPROVALS LOCAL AUTHORITr CONTRACT NO SHEET 110 1 OF 1