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LOAD TM as - HYDRAULIC DESIGN INFORMATION SHEET - GARTEK ENGINEERING CORP. HYDRAULIC DESIGN INFORMATION SHEET - GARTEK ENGINEEWNG CORP. 6 �L" � ° 0 ° a CLAW BAN( R Roo o -0 m 4 ��
0910P N NAME ALEMI OFFICE BUILDING DATE MARCH 14, 2000 NAME ALEMI OFFICE BUILDING DATE MARCH 14. 2000 ° 0 i, o o \/
�-THREADED ALL nVIEHA,DMi u /1
CROSSMAIN CROSSMAIN HAt\ ROD HA40M ROO LOCATION 7000 & 7020 S.W. 81 AVE. LOCATION 7000 & 7020 S.W. 81 AVE. � � � m
SCREW GROOVE POWDER DRIVEN STUDS MAY BE BUILDING 4 STORY BUILDING SYSTEM NO. 3RD FLR. CALCULATION BUILDING 4 STORY BUILDING SYSTEM NO. GARAGE CALCULATION
TYPE CAP TYPE CAP E NSERTS W�2 EVE BY CONTRACTOR CONTRACT NO. CONTRACTOR CONTRACT NO. Cl? ~ a
STRUCTLRAL EV(,IVEEi? L N Co J
NOTE, CALCULATED BY GARTEK ENGINEERING DRAWING NO. VARIOUS CALCULATED BY GARTEK ENGINEERING DRAWING NO, VARIOUS Al �n o
ALL C12OSSMANS SHALL TERMINATE IN TI 1 LLi ¢ o
MIN. 1 V4' PIPE.ALL BRANCH LINES ON GRIDDED CONSTRUCTION C] COMBUSTIBLE p4 NON-COMBUSTIBLE CEILING HEIGHT (FT) CONSTRUCTIONS C] COMBUSTIBLE p4 NON-COMBUSTIBLE CEILING HEIGHT (FT,)
SYSTEMS SHALL BE ARRANGED TO FACILITATE r.
FLUSHING OF THE SYSTEM. ALL FAST]:f�rE2s����� "� ;; � w
FOR Tf-BR INTENDEfl SERVI(� OCCUPANCY OCCUPANCY � � ~ �
° OV D V
ALL n-READIED ALL hREADED ❑ NFPA 13 X LT, HAZARD ORD. HAZARD GP, C] 1 C] 2 EX. HAZ. GP. [I1 132 LO 0 NFPA 13 X LT. HAZARD ORD. HAZARD GP, C] 1 C] 2 EX. HAZ GP, [)1 (12 C -'uJ TYPICAL FLUSHING CONNECTION ROD HANGER RO° a ❑ NFPA 231 C] NFPA 231( FIGURE CURVE a C] NFPA 231 C] NFPA 231( FIGURE CURVE CO j N
NTH NUT NUT ALL kIANGER RODS,PANGEPS, 1 g _ J O
FASTENERS ETC.% y BE a 0 OTHER (SPECIFY) E C] OTHER (SPECIFY) `� v�
CLEVIS HANGER ADJUSTABLE PROVIDED WM4 FACTORY APPLIED iW �- m c�v w
HOT DIPPED GALVAN¢ to [] SPECIFIC RULING rn [] SPECIFIC RULING L cn
PIPE O.D. LOOP HANC�2S r r �
v' y M
ppe PM AREA OF SPRINKLER OPERATION 1500 $0. FT. SYSTEM TYPE AREA OF SPRINKLER OPERATION 1500 80. FT. SYSTEM TYPE � m N >_ w
DENSITY 10 GPM/ SQ. FT p4 WET C] DRY C] DELUGE C] PPEACTION DENSITY .15 GPM/ SQ. FT Of WET C] DRY C] DELUGE C] PREACTION ti ? Lu
AREA PER SPRINKLER VARIES SPRINKLER OR NOZZLE AREA PER SPRINKLER VARIES SPRINKLER OR NOZZLE
+ +- HOSE ALLOWANCE GPM (INSIDE) 0 MAKE VIKING MODEL MICROFAST HOSE ALLOWANCE GPM (INSIDE) 0 MAKE VIKING MODEL MICROFAST
HOSE ALLOWANCE GPM (OUTSIDE) 100 GPM SIZE 1/2' ORIFICE K-FACTOR 5.5 HOSE ALLOWANCE GPM (OUTSIDE) 250 GPM SIZE 1/2' ORIFICE K-FACTOR 5.5
PIPEHANGERS RACK SPRINKLER ALLOWANCE N/A TEMPERATURE RATING ORDINARY RACK SPRINKLER ALLOWANCE N/A TEMPERATURE RATING ORDINARY
RJR N.T.S. CALCULATION GPM REQUIRED 357.88 PSI REQUIRED 45.72 AT WATER MAIN CONNECTION CALCULATION GPM REQUIRED 527.72 PSI REQUIRED 24.32 AT WATER MAIN CONNECTION
SUMMARY SUMMARY
3/4•MN.SCM ALL HANGERS SHALL BE LISTED 'C' FACTOR USED, OVERHEAD 120 UNDERGROUND 120 'Cl FACTOR USED, OVERHEAD 120 UNDERGROUND 120
NIPPLE FOR THEIR INTENDED SERVICE WATERFLOW TEST PUMP DATA TANK OR RESERVOIR WATERFLOW TEST PUMP DATA TANK OR RESERVOIR
DATE AND TIME 3/13/2000 RATED CAPACITY N/A CAPACITY (GALS,) N/A DATE AND TIME 3/13/2000 RATED CAPACITY N/A CAPACITY (GALS,) N/A
a- STATIC PSI 70 RATED PSI N/A ELEVATION N/A >_ STATIC PSI 70 RATED PSI N/A ELEVATION N/A
LIVE SIZE J
J
RE7v10VEAt3LE CAP ? RESIDUAL PSI 60 ELEVATION N/A j RESIDUAL PSI 80 ELEVATION N/A
TEr= H GPM FLOWING 1400 0 HORIZONTAL [] VERTICAL WELL H GPM FLOWING 1400 [] HORIZONTAL 0 VERTICAL WELL
SPRNKLER RISER a ELEVATION -3.0 PROOF FLOW (GPM) N/A ¢ ELEVATION -3.0 PROOF FLOW (GPM) N/A
TRAPPED WATER VOLUME >5 GAL. < 50 GAL.# 3/4' MIN DRAIN VALVE REQ'D. INDICATING TYPE FLOOR CONTROL 3 LOCATION 7000 S.W. 61 AVE. 3 LOCATION 7000 S.W. 81 AVE.
VALVE W/ SUPERVISORY SWITCH
TRAPPED WATER VOLUME >50 GAL., I" MIN. DRAIN VALVE PIPED TO SOURCE OF INFORMATION FIRE ENGINEERING 6 WATER SUPPLY SERVICES-METRO DADE SOURCE OF INFORMATION FIRE ENGINEERING & WATER SUPPLY SERVICES-METRO DADE
AN ACCESSIBLE LOCATION REQ'D, PRESSURE GAUGE
WATER FLOW SWITCH PRESSURE AVAILABLE 0 357.86 GPM- 67.44 PSI PRESSURE AVAILABLE 0 527.72 GPM- 66.23 PSI
AUXILIARY DRAIN DETAIL ! FEED MAIN TO PRESSURE MARGIN- 21.72 PSI PRESSURE MARGIN- PSI
SPRN FLOW-MINIMUM SPRINKLER FLOW- 17.14 GPM MINIMUM SPRINKLER FLOW- 15.12 GPM
SYSTEM AVERAGE SPRINKLER FLOW- 19.84 GPM AVERAGE SPRINKLER FLOW- 17.38 GPM
NTS DRAIN RISER TOTAL SPRINKLER FLOW- 267.88 GPM TOTAL SPRINKLER FLOW- 277.72 GPM
+ _ ° HOSE FLOW ALLOWANCE- 100 GPM HOSE FLOW ALLOWANCE- 250 GPM
IF TOTAL SYSTEM FLOW- 357.88 GPM TOTAL SYSTEM FLOW- 527.72 GPM
TO DRAIN AUXILIARY
BLACK STEEL DRAIN VALVE r l
PIPE WELDED INSPECTORS U >
OR VICTAULIC TEST VALVE Q
SPRINKLER HEAD SCHEDULE C°` '`I"G SIGHT GLASS -�
4_�
AREA SERVED MFR. E ORIFICE CONFIGURATION TEMP. REMARKS I' UNION W/BRASS ^ (f
MODEL NO. SIZE RATNG ORIFICE DISK W/ HOLE M r-
EQUAL TO DISCHARGE FROM
AREAS WITH VIKING 1/2" CONCEALED ORDNARY QUICK A SPRINKLER ORIFICE LO
DROPPED HORIZON K-5.5 PENDENT RESPONSE D
CELNGS MIRAGE - Q�
SPRINKLER TEST E FLOOR CONTROL VALVE m � o
AREAS WITH VIKING 1/2' UPRIGHT OR ORDINARY QUICK N.T.S. L_
EXPOSED MICROFAST K-5.5 PENDENT RESPONSE
STRUCTURE MODEL M ROOF ELEV. +47'-0' N
U (1) O ,
AREAS WITH VIKING 1/2' SIDEWALL ORDINARY QUICK 20 4" 4' SPRINKLER FLOOR >
SIDEWALL MICROFAST K-5.5 RESPONSE I, CONTROL ASSEMBLY O N E
SP. HEADS MODEL M
0
DOUBLE DETECTOR CHECK BACKFLOW PREVENTER, Q)
AMES MODEL 3000SS "SILVER BULLET" WITH z E
OS&Y GATE VALVES AND BYPASS ASSEMBLY.
U.L. LISTED AMD F.M. APPROVED THIRD FLOOR ELEV. +34'-0'
Q 4-J
FREE STANDING FIRE DEPARTMENT CONNECTIONS "
4 4' SPRINKLER FLOOR O
POTTER-ROEMER MODEL 5761 4'X2 1/2'X2 1/2' CONTROL ASSEMBLY 0
CAST BRASS ANGLE BODY, BRASS SEAMLESS
COVER u�
COVER SLEEVE, CAST BRASS ID BASE PLATE.
HOSE THREADS CONFORMING TO FIRE DEPT.
LABEL "AUTO SPKR' I�
PROVIDE SWING CHECK VALVE, POTTER-12OEMER
MODEL4500 SERIES FORGED BODY WITH SPRING
LOADED BRASS CHECK.
SECOND FLOOR ELEV. +21'-0'
POST INDICATOR VALVE (PIV), 8
KENNEDY MODEL 641 VERTICAL POST U.L. LISTED 4" 4' SPRNKLER FLOOR
AND F.M. APPROVED, LENGTH AS RE6UIRED. CONTROL ASSEMBLY
I' SUPPLY LINE GATE VALVE SHALL BE IRON BODY WITH INDICATOR
POST FLANGE, KENNEDY MODEL 703X
UPPER SUPPORT
SHELL ASSEMBLY 2" DRAIN RISER
REDUCING COUPLING 4' FIRE RISER GROUND FLOOR PARKING ELEV. +5'-0'
SUPPORT RING 6' BACKFLOW
ASSEMBLY PREVENTOR 7
DOUBLE DETECTO 6O " 4"
CHECK. SEE CIVIL 4 _ 4' SPRNKLER BOOR
EE ENGINEER DWGS. 4"X2 /2'X2 1/2" FIRE SE DETAIL THIS ASSEMBLY
FOR LOCATION P),V, DEPT. CONNECTION
FIRE FLOW DATA, FH ! 0 3.2 8.2 0 0 0
70 PSI STATIC
60 PSI RESIDUAL D CHECK VALVE APPROVED FOR Revisions
1400 GPM FLOW 6•• 6" UNDERGROUND LEVEL PARKING ELEV. -6-2'
BUILDING PERMITTING PURPOSES
FINISHED U.G. WATER
CEILING CEILING COVER PLATE MAIN O BY MIAMI-DADS COUNTY FIRE DEPARTMENT
LIVE O O O 6" 5 FIRE PROTECTION CONTRACTOR'S
O I
� � " � WORKING PFAIr AS P NFPA 13
FOR APPROVAL
CONCEALED TYPE SPRINKLER HEAD 6 U.G. MAIN 6' U.G. MAIN 6X4 RED. ELL SHALL BE Sl
TO N�IAPfI-t;� :.�: ':EPAICTI�NT Project
MOUNTING DETAI BEFORE ANY F,r: GTI4N $ t t� 9933alem
� EIRE PROTECTION PIPING SCHEMATIC IS INSTALLED . ,t:;MOl l.ep
L
N.T.S. DATE„/L D By a u
FP- 1
Sheet 2 of 10
BIKE PROTECTION NOTES AND DETAILS .
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