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14-1334-0022' DRAIN SEE DETAIL C > D DA 4" F.C.VJL - SEE DETAIL. 6'-0 13 %0 12'-0 1 r-0 101-0 ARFRAN TO START V-r ABOVE GRADE. f UNDERGROUND BY OTHERS. 4.9 ~ 4 w� - 303 28 1B 300 ° - 1 �+ 1 o 1 t QA 3' 8 QQ�pA 5'fi 4''2 c 1 Q u- B A ' 2' DRAIN SEE DETAIL C > D DA 4" F.C.VJL - SEE DETAIL. 6'-0 13 %0 12'-0 1 r-0 101-0 ARFRAN TO START V-r ABOVE GRADE. f UNDERGROUND BY OTHERS. 4.9 ~ 4 w� - 303 28 1B 300 ° - 1 �+ 1 o 1 t QA 3' 8 QQ�pA 5'fi 4''2 c 1 Q u- 4✓ ;Ordinary Group II.0.200gpm/ft2 for 1500.00ft2 OWNER CERTIFICATE MENTIONS OCCUPANCY CLASSIFICATION Ordinary Group 11 DENSITY 0.200gpnVW for 1500.001' (Actual 1555.521N) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 15 N 68731 N 157M5 SAFETY MARGIN (pall 1 +4.990 (8.0 %) '' INSIDE SCH-40 I Nir NIA IDLE PALLETS. STORAGE SHALL COMPLY WITH ni p DATE: 0711512014 RATED CAPACITY. NIA TIJOIST C4 ' g,•; INSIDE 864-10 SPACING ^QO 2 1/2 AOD STATIC 67 psi RATED PRESSURE: NIA BOR BASE OF RISER THREADED UGHTWALL STEEL PIPE N/A 12 K FACTOR NIA 0 12 RESIDUAL psi DRIVER: NIA TOR TOP OF RISER f, ap STEEL PIPE EXCEPT THREADED LIGHTWALL N/A INSIDE HOSE NIA 15 15 FLOW. WELL PUMP 556 gpm CC CENTER TO CENTER `" VIKING 8.0 OUTSIDE HOSE WPA 1312.12.1.2 SUBSECTION 5 Q.R. MICROFASY UPRIGHT LOC: 574S ORD ROAD GPM AVAILABLE: NIA CE CENTER TO ENO GPM DISCHARGE RACK GPM MIA 8 REF: X2014130718 PRESSUREAVAIL: WA VK176 VIKING 5.6 w n. 155 Q.R AND NFPA 1312.12.1.3 ENDENT CHROME SEW-RECESSED 17 g�w?A 'R,T S�q ^ d4 1 1 f 6. -11 3•.5 Q� r°w 5.5 04-2 Q 301 �MM QA&% L30] 18 i - - - ro4 PER DRAWING FP -1 (P) iii.ar trM r 3..ee iere -m MERCHANDISE TO BE STORED IN er •Ig >.aa ■ r RECEIVINGAREA PALLETS b SHELVES. PER NFPA 13, 2007, TABLE 13-2.1 r.. (EXPOSED STRUCTURE) i� OR CLAS IV - PALLETIZED, BIN BOX i A $ �t3R3ZL'!R� ° -t -- 1 SHELF - DESIGN USING CURVE OH2. 1 6' 4 1 X 1 5•{, -11 roc n aP ati2 4✓ ;Ordinary Group II.0.200gpm/ft2 for 1500.00ft2 Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group 11 DENSITY 0.200gpnVW for 1500.001' (Actual 1555.521N) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 15 TOTAL WATER REQUIRED 68731 TOTAL PRESSURE REQUIRED 157M5 SAFETY MARGIN (pall 1 +4.990 (8.0 %) 1.2 1.1 1 - = OMIT 5' A A.5 A 8 FIRE PROTECTION PLAN - GROUND FLOOR N ( SCALE: 1/4" = 16-0 11j B PHARMACY SOFFIT 8' -0' AFF E 1 r I 0 N 0 N 1 NF C1 O r 1 dla U Hydraulic Information OCCUPANCY CLASSIFICATION ordinary croup I DENSITY 0.200gpmAt' for 1500.00M (Actual 1595A91') TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 8 TOTAL WATER REQUIRED 665.63 TOTAL PRESSURE REQUIRED 54A72 SAFETY MARGIN (psq 1+8.343(13.3%) Hydraulic Information OCCUPANCY CLASSIFICATION Ordinary Group 11 DENSITY 0.200gpmfle for 1500.001= (Actual 1701.14N') TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 11 TOTAL WATER REQUIRED 734.12 TOTAL PRESSURE REQUIRED 160.332 SAFETY MARGIN (psi) +1.651(2.7%) 1 �� WATER SUPPLY IMPORTANT In localities sublect to freezino conddiorm S Is the owner's responsibility to provide heat throughout wet pipe sprinkler system areas and In enclosures for dry pipe deluge and other tvDes of valves contro9ing water supplies to sprinkler systems. This drawing and the Information and deskm application herein contained is the property of ARFRAN Inc. andfor its subsidiaries and is loaned upon the express condictlons that the same be returned to ARFRAN Inc. upon request: all information herein contained shall be treated as secret and confidential: no reproduction of this drawino or amr oart thereof shall be made without the written consent of ARFRAN Inc. ® CENTERLINE BMECK � � TYPE SYSTEM NO. NIA 1 2' I6� E ILA' %1►�'�� ¢+ ELEV. ABOVE FL. '' INSIDE SCH-40 I Nir NIA ._ 14 p DATE: 0711512014 RATED CAPACITY. NIA TIJOIST TOP OF JOIST z - UP INSIDE 864-10 SPACING NIA 2 1/2 3 STATIC 67 psi RATED PRESSURE: NIA BOR BASE OF RISER THREADED UGHTWALL STEEL PIPE N/A 12 K FACTOR NIA 12 12 RESIDUAL psi DRIVER: NIA TOR TOP OF RISER N/A STEEL PIPE EXCEPT THREADED LIGHTWALL N/A INSIDE HOSE NIA 15 15 FLOW. WELL PUMP 556 gpm CC CENTER TO CENTER 15 VIKING 8.0 OUTSIDE HOSE NIA Q.R. MICROFASY UPRIGHT LOC: 574S ORD ROAD GPM AVAILABLE: NIA CE CENTER TO ENO GPM DISCHARGE RACK GPM MIA 8 REF: X2014130718 PRESSUREAVAIL: WA VK176 VIKING 5.6 1- 155 Q.R DRY ENDENT CHROME SEW-RECESSED �MM E, 0 iii.ar trM r 3..ee iere -m •Ig >.aa ■ �t3R3ZL'!R� � TI N."ll M- 1 LEGEND:-" NFWI-LINE - -- -- --- -- N'-- Y!- COyCEALSD SPRINKLER" - - . NEW SEMI- RECESSED SPRINKLER NEW UPRIGHT SPRINKLER NEW DRY PENDENT SPRINKLER SCALE: N.T.S. PREFER. FROM REMOTE BRANCH LINE 1' BALL VALVE AND SIGHT GLASS 45' GALY. ELBOW - - 4 REDUCE 112" ORIFlCE 6" ABOVE GRADE FINISH FLOOR INSPECTOR TEST AND DRAIN SCALE: N.T.S. 1' TEE �- NEW 1" PIPE FROM SYSTEM SCALE: N.T.S. TOP BEAM CLAMP Q 1" PLUG STRUCTURAL FRANMIG ISOLATING BOOT DSB-1 11/16[27] TYPICAL CEILING TILE 3 � t DRY PEND 1 3M 6 DO) ALL- THREAD ROD / ALL- THREAD ROD / ALL - THREAD ROD FRE= OR COOLER DRY PEND DETAIL MAXIMUM RECESS FINISHED SURFACE i HANGER RING / HANGER RING % HANGER RING SCHEDULE DESIGN CRITERIA ( WATER SUPPLY IMPORTANT In localities sublect to freezino conddiorm S Is the owner's responsibility to provide heat throughout wet pipe sprinkler system areas and In enclosures for dry pipe deluge and other tvDes of valves contro9ing water supplies to sprinkler systems. This drawing and the Information and deskm application herein contained is the property of ARFRAN Inc. andfor its subsidiaries and is loaned upon the express condictlons that the same be returned to ARFRAN Inc. upon request: all information herein contained shall be treated as secret and confidential: no reproduction of this drawino or amr oart thereof shall be made without the written consent of ARFRAN Inc. ABBREVIATIONS <- CENTERLINE BMECK SIZE MATERIALS LOCATION TYPE SYSTEM NO. NIA 1 2' 10- & 12' E FLOW TEST FIRE PUMP I REF. PLAN #t- ¢+ ELEV. ABOVE FL. 1' -2' INSIDE SCH-40 HAZARD NIA ._ 14 p DATE: 0711512014 RATED CAPACITY. NIA TIJOIST TOP OF JOIST z - UP INSIDE 864-10 SPACING NIA 2 1/2 3 STATIC 67 psi RATED PRESSURE: NIA BOR BASE OF RISER THREADED UGHTWALL STEEL PIPE N/A 12 K FACTOR NIA 12 12 RESIDUAL psi DRIVER: NIA TOR TOP OF RISER N/A STEEL PIPE EXCEPT THREADED LIGHTWALL N/A INSIDE HOSE NIA 15 15 FLOW. WELL PUMP 556 gpm CC CENTER TO CENTER 15 VIKING 8.0 OUTSIDE HOSE NIA Q.R. MICROFASY UPRIGHT LOC: 574S ORD ROAD GPM AVAILABLE: NIA CE CENTER TO ENO GPM DISCHARGE RACK GPM MIA 8 REF: X2014130718 PRESSUREAVAIL: WA VK176 Schedule 3 1. NEW MECH TEE ( FOR SIZE SCHEDULE REFER TO PLANS) -- 2. EXISTING BRANCHLINE. 4 2.NEIN MAN ANDIORBRANCHLWE 1. BRANCHUNE S. -NEW 1' ARM OVER (r-4' 3. NEW 1' x SHORT NIPPLE 2. UIR HEAD 4 NEW BRANCHLINE AND/OR 1' 4. NEW 1" DROP ARMOVER TO NEW SPRMCLER 3. NEW SPRING UP 4 5. STANDARD, QUICK RESPONSE, 5 4. NEWARMOVER WOOD WEADGEABLE !i NEW PENDENT SPRINKLER HEAD \ 1 2 ( +} z ® ceiling �.../ For pipe sizes refer to plans. •' Arnmers Greater Than 24" in Length Shall Be DETAIL ADDING NEW LINE Supported ByAHanger. AND /OR NEW ARMOVER HANGER LOCATION DETAIL HANGER ROD SIZES PIPE SIZE DIAMETER UP TO 4' 3/8' HANGER LOCATION DETAIL PIP A Ir E t- YO'MAX 1Yfi MAX 9'MOt V* ENMOXVVDRKMMEMMEATSPRIW ,EXCMMIOOPSI ANDALNESUPPLIESSPRMERNAPEND .POSITION BELLOW THE CEILNG,'A- SHALLNOT BE GREATER TWW iT 11' t'-0'MAX. 72A'MAX sMR1 tY$ S-0'MlUL 15-0'IrAX. 3•MRL PIPE SIZE 1' A 7-P MA)C B' tY-0'MAX SHEET 95 MAKE K WIEN MAX VV aW PRESSUREAT]PRUK EXCEE0.4,00PSI ANDALNE SUPPLIES SPRINKLER NAPEND .POSITION BELLOW THE CEILN G,- A•%%LL NOT BE GREATER THAN /Y it 4• -rWX. it -VMAX tY$ S-0'MAx 1S- O'MA7L j° TO 8' 1 2' 10- & 12' 5/8" REVISIONS PIPE IN PROJECT: BLACK STEEL PIPE NIA A B- _ C M� �D I SHEET NO. 2 OF 3 A B. VK572 ._ 14 p �, MAXIMUM HANGER SPACING (FT.) PIPE SIZE (IN.) 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 6 8 THREADED UGHTWALL STEEL PIPE N/A 12 12 12 12 12 12 N/A N/A N/A STEEL PIPE EXCEPT THREADED LIGHTWALL N/A 12 12 15 15 15 15 15 15 VIKING RESIDUAL PSI NIA L1\ 08 -15-14 MDFD COMMENTS SAFETY MARGIN NIA 06-1744 ISSUED FOR PERMIT UZ Is SO 40 St (ORD ROAM I BY HYDRAULICALLY LOCATION DESIGNED WA SYSTEM(S) TOTAL HEADS SYMB QTY THIS Sm SHEET 95 MAKE K SPRINKLER SCHEDULE 82B TEMP. RESPL MODEL TOTAL HEADS IN STYLE FN. JOB 1 95 ESCUT. NO. DATE REVISIONS SPRKS. N CALC. NIA CONTRACT NO. 14AO97 I SHEET NO. 2 OF 3 Q 5o VK572 VIQNG 14 V. 155 SJL E C PENDENT CHROME SEMHtECES DENSITY NIA 8 VK302 VIKING 5.6 ' / :' 155 Q.R. MICROFMT PENDENT WHITE SEMI -MCES DESIGN AREA NIA 24 VK350 VIKING 8.0 % 155 Q.R. MICROFASY UPRIGHT BRASS NIA GPM DISCHARGE NIA 8 3 VK176 VIKING 5.6 1- 155 Q.R DRY ENDENT CHROME SEW-RECESSED RESIDUAL PSI NIA L1\ 08 -15-14 MDFD COMMENTS SAFETY MARGIN NIA 06-1744 ISSUED FOR PERMIT UZ Is SO 40 St (ORD ROAM I BY ARFUN INC. STATE MECHANICAL AND FIRE PROTECTION CONTRACTORS 2300 NW 94TH AVE MIAMI, FLA 33172 TELEPHONE: (305) 591 -9675 FAX: (305) 592 -6266 NVS PHARMACY #10111 5748 BIRD ROAD SOUTH MIAMI, FLORIDA IDENTIFICATION: FIRE PROTECTION PLAN DRAWN BY. D.G DATE: 06 47 44 DESCRIPTION: FIRE PROTECTION SCALE: AS NOTED D. R. CONTRACT WITH: OAK CONSTRUCTION., INC. D.C. CONTRACT NO. 14AO97 I SHEET NO. 2 OF 3