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12-23-001FIRE PROTECTION - GENERAL NOTES: - ALL FIRE SPRINKLER WORK SHALL BE FURNISHED COMPLETE, APPROVED, AND READY FOR SERVICE. - SYSTEM DESIGN SHALL CONFORM TO NFPA -13 AND LOCAL AUTHORITIES. ALL CONFORM - PIPE,MATERIALS, AND EQUIPMENTS - SPRINKLER LOCATIONS, POSITIO , ANDS ACING SHALOL CONFORM TO NFPA t113 AND THE DATA SHEET FROM MANUFACTURER. - PIPE 1 TO 2 TO BE BLACK STEEL .40AA135, 13. PIPE 21/2" AND UP TO BE SCH.10 A135 AND TESTED AS P ER - HANGERS TO BE LOCATED ACCORDANCE D ACCORDING TO NFPA -13. - AUXILIARY DRAINS TO BE PROVIDE - MINIMUM PIPE TO BE USED IS 1". - BUILDING IS FULLY SPRINKLERED. - ANY PAINTING, WIRING TO SYSTEM BY OTHERS. - SPRINKLERS TO BE IN CENTER OF OTHERWISE. S PER S AS LONG AS CONDITIONS IN SITE DO NOT DICTATES - THIS JOB CONSIST OF EXISTING SYSTEM IN WHICH RELOCATION S ONE TO ONE. M RELOCATED TO MEET NEW CEILING LAYUO T WHERE NEW HEADS ARE ADDED IS BEEN DONE BY THE USE OF MECH. TEES PROVIDING NEW LINES TO NEW HEADS. LEGEND DENOTES NEW LINE. DENOTES EXISTING LINE TO REMAIN. / DENOTES HANGER. ® DENOTES NEW PEND. HEAD.(ADDED NEW,RELOCATED, AND/OR REPLACED) DENOTES EXISTING HEAD TO REMAIN. DENOTES EXISTING HEAD TO RELOCATE. DENOTES EXISTING HEAD TO PLUG. FIRE PROTECTION PLAN -FIRST FLOOR(SCALE- WATER SUPPLY • • " • • FLOW TEST FIRE PUMP / REF. PLAN DATE: N/A RATED CAPACITY: NIA STATIC NIA RATED PRESSURE: NIA - RESIDUAL: NIA DRIVER: N/A FLOW: NIA WELL PUMP - - 1 OC. NIA GPM AVAILABLE: NIA REF: NIA PRESSURE AVAIL: N/A I IMf<'.L� TAhlT - .. -- In localities subject to freezing conditions, it is the owner's responsibility to provide heat throughout wet pipe sprinkler sy sleet areas and in enclosures for dry pipe deluge and oth -r _ on of velves controlling water supplies to sprinkler - ThiS halting anJ the7 information and design application herein contained Is the property of ARFRAN 11 Inc. and/or its subsidiaries and is loaned upon the express condictions that the nam4i be •rettamed to ARFRAN 11 Inc. upon request; all - �`info-,mat:on herein cprtainisd shall be treated as secret and conlider►tial; no.reprodt -rPon of this drawing or any part thel rof shall be made with3ut the written consent of ARFRAN II rr�_ AIBREVIATIONS < CEIITERLINE B/DECK SIZE <+ ELLV. ABOVE FL. 1 : 2" T /JOIST - TOP OF JOIST BOR = BASE OF RISER TOR = TOP OF RISER CC = CENTER TO CENTER CE = CENTER TO END © O 0w =ws Schedule 1. EXISTING BRANCHLINE. 2. NEW MECH. TEE. 3. NEW 1" 90 ELLBOWS. 4. NEW 1" ARMOVER. 5. NEW 1" DROP. 6. SPRINKLER HEAD CONCEALED. (FOR TYPE REFER TO TIT EBLOCK) (� ** Armovers Greater Than 24" In Length Shall Be Supported By A Hanger. ARM OVER DETAIL WE— Schedule 1. EXISTING BRANCHLINE WITH EXISTING FRl1NG. 2. NEW 1" SHORT NIPPLE. 3. NEW 1" ARM OVER. 4. NEW 1" DROP 2 5. SPRINKLER HEAD CONCEALED. (FOR TYPE REFER TO TTfLEBLOCK) ** Armovem Greater Than 24" in Length Shall Be Supported By A Hanger. I f ESCUTCHEON [:nNC:FAI FIB SPRINKLER DETAIL(N.T.S.) (TYCO SERIES RFII, "ROYAL FLUSH Ir. QUICK RESPONSE, K FACTOR 5.6, S.I.N. TY3531) SCHEDULE 1. NEW MECH TEE ( FOR SIZE REFER TO RAN) 4 2 EXCSTING MAIN AIDIOR BRANCHLINE 3. NEW 1"x O-" SHORT tAPPLE 4 NEW BRANCHLINE AMDORARMOVER TO NEW SPRMCLER For pipe sizes refer to plans. O 2 DETAIL ADDING NEW LINE AND /OR NEW ARMOVER (N.T.S.) SOLID CONCRETE CONSTRUCTION 4. �. CONCRETE DROP -IN ANCHOR ALL - THREAD ROD HANGER RING PIPE HANGER DETAIL STEEL AND/OR CPVC PIPING UP TO 8" DIA. ARM OVER DETAIL 3' — 42f1 MATERIALS LOCATION TYPE DESIGN SYSTEM NO. CRITERIA WA INSIDE Al HAZARD N/A DENSITY NIA SPACING NIA WA ,_• K FACTOR NIA RESIDUAL PSI AT BOR INSIDE HOSE NIA OUTSIDE HOSE WA . NIA 12 RACK GPM N/A HYDRAULICALLY DESIGNED SYSTEM(S) LOCATION WA SPRKS. IN CALC. N/A ` �.' DENSITY NIA 4 DESIGN AREA WA ,_• GPM DISCHARGE WA RESIDUAL PSI AT BOR WA SPRINKLER SCHEDULE I TOTAL HEADS THIS SHEET: 35 TOTAL HEADS IN JOB: 35 YMB. QTY. S.I.N MAKE K 11 SIZE IrEmP.1 RESP. I MODEL STYLE I FIN ESCUT. 1* 35 1 TYCO 5.6 1 1/2" 1 155 Q.R RFII PEND WHfiE LOCATKM PIPE SIZE A 1 EJ• C 1. S-W MAX I IZ-T MAX I r WL WHEN MAX WMMC PRESSURE AT SPRNK OCCEEDS 100PS AND A LINE SUPPLIES SPRWQER N A PEND. POSITION THE CfllK% "A' SHALL NOT HE GREATER THAN tY or ♦'-T MIX 17-d WIC r WL •ar-r 5'-T MX 15-0- WIC r WL A B' SPRINT " HEAD sm rrE LHANGER RING HANGER ROD SIZES PIPE SIZE DIAMETER UP TO 4" 3/8- 5" TO 8' 1 2- 10" & 12• 1 5/8- LOCATM PIPE SIZE A 1 B• 1 C 1' r-W MAX I IZ-T W>< 1 r WL WHEN MAX WORKING PRESSURE AT SPRW EXCEEDS 10 AND A LINE SUPPLIES SPR*4QER N A PEND. POSITION MLOW THE CE1M "A" SHALL NOT BE GREATER IHAN W i-T Mix Ir-T 11RX r MR tic-r 5-r W1L 15-W WIC r MK A B• c SPRNIQER HEAD >wE rm LHANGER RING �­,­,,,,,MAXIMUM HANGER 'ACING .,(F;T -) PIPE SIZE (IN.) - 3/4 1 1 1/4 1 1/2 ` �.' 2 ' -3 4 6 8 ,_• THREADED LIGHTWALL e " . NIA 12 12 12 11 I ` � -�92� • 1 � -1 Z N/A N/A N/A STEEL PIPE - • STEEL PIPE EXCEPT THREADED LIGHTWALI N/A 12 12 15 15 15 15 15 15 1 12 -16-11 ISSUED FOR PERMIT F.P. NO. I DATE REVISIONS BY iim SYMBOL TOTAL 35 _ _TYCO FR II - Q.R. - CONCEALED WHITE 5.6 K- FACTOR S.I.N. TY3531 SPRINKLER HEADS USED IN JOB DETAIL N.T.S. INSPECTOR SUCP► EDITtO "j SECTION 16.2.1. AS PER NFPA 13 200 T CANNOT BF 1J0!-AT -D, TESTING MODIFICA ?ION S T"AT C SHALL NOT REQU.Rc AS RELOCATED DROPS iN E XCESJ Or SYSTEt�'I WORKING PFESSUR MDFR �UrP1O1AN.NS l ARt E ATTACKED ENSUR�� TrFs' n 1311 mrn Cy�tF„ {'FIRE tIEPAE4 (�`P,►.�i 0 ON -SITI pLIDG. FERfJl1T� SPK..- --"--" TEt•1S10N WATER M01 EX >ry _ RELOCATION OF SPRINKLER HEADS MAINTAINING THE INTEGRETY OF THE EXISTING SYSTEM AND MEETING ALL NFPA 13 AND AUTHORITY HAVING JURISDICTION DESIGN GUIDELINE CODE. P -q� y� ro - `GP 01<0 <'90A 0 enPnsr HEALTH souni of Sam-i rtoMA FR F13-OCA710N SAIn 2ND FLOOR CATION MAPRiTIS) ARFRAN II INC. STATE FIRE PROTECTION CONTRACTORS y t 2300 NW 94TH AVE MIAMI, FLA 33172 TELEPHONE 305 - 591 -9675 FAX 305 - 592 -5266 T r 1 s t yt. DATE PLOTTED: 12 15-M 1 BAPTIST HEALTH of SOUTH FLCMA HR RELOCATION - S.M.H. 6200 SIN 73RD STREET, SUITE 200 SOUTH MIAMI, FL 33143 DRAWN BY: F.P. I DATE: 12- 1642011 DESCRIPTION: RELOCATION SCALE: AS NOTED F, CONTRACT WITH: ARELLANO CONSTRUCTION CONTRACT NO. 11F839 SHEET NO. FP -1 OF 1 14 -