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HomeMy WebLinkAbout22020536 FIRE PREVENTION PLAN REVIEWIt SCANNED By ST L St Luc!@C600tV BU 2400 Rhode Island Avenue Ft Pierce, FL 34950 �ew Construction ( )Tenant Imp CIE COUNTY FIRE DISTRICT EAU OF FIRE PREVENTION PLAN REVIEW Telephone: 772-462-8306 FAX: 772-462-8466 ( )Addition ( )Renovation/alterations ( )Shell Only Jurisdiction: SLC Occupancy: Grand Isle Condo Address: 3710 North Al Contractor Reed Contractors, L.L:.C. Contractor's Address: 258 W. State Rd. 434, -Suite A State: Florida Arch itect/Engineer: Charlan Brock & Assoc. Building Owner: Occupancy Type: Residential/Highrise 48 unit Gross sq ft: 114�856 Occupant Load: Construction Type: 1. All revisions must be in compliance before the 2. The Fire Marshal requires 24 hour notice on 3. The respective Building Department shall sch 4. Permit fees are required to be paid in full prior 5. Failed inspections require payment of fee pric 6. A copy of the required revision/s have been tr 7. Penetrations through rated assemblies shall t 8. UL design criteria shall be submitted with the THE FLORIDA FIRE PREVENTION CO F.P:B.: Building Dept: Number of stories: Phone # City: Zip Code: Phone #.- Review Date: Automatic sprinklers: Net sq ft: Based On: SBCCI Type: B-02-282 22020536 13 407-339-7050 Longwood 32750 407-660-8900 8/20/2002 Required I Protected NOTE final inspection. I inspections. :dule all final inspections through the Fire Marshal's Office. to any inspections. to rescheduling of further inspections. insmitted to the Architect (✓) Contractor( ). of proper UL design. :onstruction plans. 2001 EDITION IS CURRENTLY ENFORCED. IONS REQUIRED ACCESS BOX IS REQUIRED (X) ACCESS KEY SWITCH REQUIRED (X ) Y " dp1. The Porte Cochere minimum clear height is 13'-6" Plans indicate 13'-10" above the finished floor at the . center of the arch. Dimensions moving from the center to the outside drop to 12'-6" above the finished floor. The minimum clear height of 13'-6" is required for the full width of the roadway 0 2'. Vertical shafts require a 2-hr. rated enclosure as` indicated on the Code Summary Sheet. The line description on the individual floor plans are Ipot clearly defined. O�WAAIR-5 -3. All Stairs: Maximum riser height is 7 inches. Minimum tread depth is 11 inches V'" �1 4. Trash chute discharge. room shall have a automatic or self -closing 1-1/2 hour fire door suitable for Class "B" openings. 5. The 2-hr. stair enclosures indicate window openings. There shall be no window openings A0�50�_ in the 2-hr stair enclosures. ,OL c pp. 6. Hicghrise structures shall also comply with th, lu 10,0 7. Prevention Code. 11ne fire control room shall be separated fror bi, coiPstruction. 8. Class I standpipes are required in both stain 01' 9. Provide portable fire protection for the eleva 0q, 10. A separate permit is required for the install; p�L 11. A separate permit is required for the install; 12. Sheet E4.3 Provide an exit'light fixture abc 13. Provide interconnected smoke detectors ot bedrooms. 14. Sheet E4.8 indicates an alternate location f other area so it is as that Garage # ( separated by not less than 2-hr. rated cons protected by fire sprinklers the rating may 01L 15. Sheet E4.8 also indicates the fire pump dia confines of the room. This is not acceptabl 0111 16. All unit door and jamb assemblies shall be Reviewed by: l Life Safety Code Sec.11-8, within the Florida Fire the remainder of the structure by not less than 1-hr. Ils. equipment rooms. m of the fire sprinkler system. m of the fire alarm system. the exit door leading to stair # 1. ide every sleeping area in the immediate vicinity of the r the fire pump. The fire pump is not indicated in any will house the fire pump. The fire pump room shall be -uction unless protected by the fire sprinkler system. If e reduced by 1 hour. ram. The test header is shown terminating within the minute rated with self -closing devices r Date: 8/20-9/10-02 I OCI ASSOCIATES INC. 332-51101 rrrrrrr====NGIMEERS : (407) ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01024-2.HYD JOB : Grand Isle Condoes (remote #2) SOURCE STATIC : 48.0 Psi RESIDUA 46.0 Psi FLOW : 1140 Gpm PUMP STATIC : 168 Psi RESIDUAL : 91 Psi FLOW : 1125 Gpm CQMBIN I STATIC : 216 Psi RESIDUAL : 139 Psi FLOW : 1125 Gpm PUMP RATED 140 Psi at 750 Gpm ^NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 135.0 3.0 7.8 8.4 2 135.0 3.0 7.5 8.2 3 135.0 3.0 8.2 8.6 4 135.0 3.0 8.4 8.7 5 135.0 8.8 6 135.0 9.0 7 135.0 10.4 8 9.0 65.0 9 1.0 68.5 10 1.0 68.5 11 1.0 68.5 12 1.0 68.5 13 1.0 76.5 14 .0 SOURCE 77.0 133.9 SPRINKLERS FLOWING 4 AREA PER SPRINKLER 196 eads q Ft REQUIRED DENSITY .04 Gpm/Sq Ft COMPUTED DENSITY .04 Gpm/Sq Ft TOTAL SPRINKLER FLOW 33.9 3pm INSIDE HOSE STREAM Gpm OUTSIDE HOSE STREAM 100 Gpm TOTAL WATER REQUIRED 133.9 Ipm TOTAL SPRINKLER PRESS 69.0 Psi VALVE FIXED LOSS 8 psi SUPPLY PRESS AVAILABLE 214.5 Psi DEMAND PRESS REQUIRED 77.0 Psi PRESSURE CUSHION 137.5 Psi MAXIMUM VELOCITY 5.2 F/S V Copyright( 1-999) by Hydronics Engineering 34119 Fremont Bl; Suite 609 Fremont, Ca., 94555 (510) 487-9160 Ili LL\VLV 1l.J. r11tr1 0rz%Lna1jz11 ni11 'U.L1l.J `1.J - JUD1111ilftli. rclye 4 IENGIINEERS : OCI ASSOCIATES INC. (407) 332-51101. J ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01024-2.HYD JOB : Grand Isle Condoes (remote #2) PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO: Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- ` 1 q= 8.4 K= 3.0 L= 8.0 Pt 7.8 Pt 7.8 .1 Q= 8.4 F= T F= 3.0 C= 120 Pe .0 Pv -.2 Vel= 5.0 D= .82�4 TL= 11.0 .0845 Pf .9 Pn 7.6 5 Pt 8.8 - ---------------------------------- 2 q= 8.2 K= 3.0 ---------------------------------------- L= 12.0 Pt 7.5 Pt 7.5 2 Q= 8.2 F= T F= 3.0 C= 120 Pe .0 Pv -.2 Vel= 5.0 D= .824 TL= 15.0 .0816 Pf 1.2 Pn 7.4 --------------------------------- 5 Pt 8.8 3 q= 8.6 K= 3.0 ---------------------------------------- L= 6.0 Pt 8.2 Pt 8.2 3 Q= 8.6 F= F= .0 C= 120 Pe .0 Pv -.2 Vel= 5.2 D= .824 TL= 6.0 .0885 Pf .5 Pn 8.0 5 Pt 8.8 4 q= 8.7 K= 3.0 L= 4.0 Pt 8.4 Pt 8.4 4 Q= 8.7 F= T F=. 3.0 C= 120 Pe .0 Pv -.2 Vel= 5.2 D= .82 TL= 7.0 .0903 Pf .6 Pn 8.2 -------------------------------------------------------------------------- 6 Pt 9.0 5 q= .0 K= .0 L= 11.0 Pt 8.8 Pt 8.8 5 Q= 25.2 F= F= .0 C= 120 Pe .0 Pv -.1 Vel= 4.0 D= 1.61 TL= 11.0 .0248 Pf .3 Pn 8.6 -------------------------------------------------------------------------- 6 Pt 9.0 6 q= .0 K= .0 L= 75.0 Pt 9.0 Pt 9.0 6 Q= 33.9 F= 4ET F= 30.0 C= 120 Pe .0 Pv -.1 Vel= 3.2 D= 2.067 TL= 105.0 .0127 Pf 1.3 Pn 9.0 7 Pt 10.4 7 q= .0 K= .0 L= 126.0 Pt 10.4 Pt 10.4 7 Q= 33.9 F= 2E F= 20.0 C= 120 Pe 54.6 Pv .0 Vel= .9 D= 4.026 TL= 146.0 .0005 Pf .1 Pn 10.4 ------------------------------------------------ 8 Pt 65.0 8 q= .0 K= .0 L= 8.0 ------------------------- Pt 65.0 Pt 65.0 8 Q= 33.9 F= CB F= 34.0 C= 120 Pe 3.5 Pv .0 - Vel= .9 D= 4.026 TL= 42.0 .0005 Pf .0 Pn 65.0 9 Pt 68.5 ' 9 q= .0 K= ---------------------------------------- .0 L= 250.0 Pt 68.5 Pt 68.5 9 Q= 33.9 F= 3E F= 63.0 C= 150 Pe .0 Pv .0 Vel= .4 D=.6.065 TL= 313.0 .0 Pf .0 Pn 68.5 -------------------------------------------------------------------------- 10 Pt 68.5 � ` L , � rli LrtVlV ll.J: r1r�Lr JYRI LrCtiVL1 l.J `t.J - JVrS1111 Iti_u YdyC J i �ENGI�EERS : OCI ASSOCIATES INC. (407) 332-5110.. ' ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\0i024-2.HYD JOB Grand Isle Condoes (remote #2) PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO: Gpm FITTINGITYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ----------------------------------- - 10 q= .0 K= .0 L= ------------------------------------ 2.0 Pt 68.5 Pt 68.5 .10 Q= 33.9 F= B F- 10.0 C= 120 Pe .0 Pv .0 Vel= .4 D= 6.065 TL= 12.0 .0001 Pf .0 Pn 68.5 11 Pt 68.5 - --------------------------------- 11 q= .0 K= .0 ---------=------------------------------ L= 15.0 Pt 68.5 Pt 68.5 11 Q= 33.9 F= 2E F= 28.0 C= 120 Pe .0 Pv .0 Vel= .4 D= 6.06 TL= 43.0 .0001 Pf .0 Pn 68.5 12 �- Pt 68.5 -------------------------------- 12 Q= 33.9 --------------------------------------- I Pt 68.5 BFP FIXED PRESSURE LOSS Valve 8.0 13 Pt 76.5 --------------------------------- 13 q= .0 K= .0 ---------------------------------------- L= 10.0 Pt 76.5 Pt 76.5 13 Q= 33.9 F= GT F= 39.0 C= 120' Pe .4 Pv .0 Vel= .2 D= 8.07 TL= 49.0 .0 Pf .0 Pn 76.5 14 --------------------- 1 -------------------- Pt 77.0 ------------------------------ 14 ------------------------ Q= 133.9 «< --------------------- SOURCE >>> Pt 77.0 E=>90-Elb T=>TeeBch L=>Lt-Elb C=>ChkVly B=>BfyVly G=>GatVly A=>AlmChk ''ENGINEERS ADDRESS DATE JOB PSI ` 400 FF 36C 32C 280 240 200 160 120 80 40 0 riTL)IWN-L :J: rlt(ts 5YI(1MIS L ( Hyuk"AULlub 4:.5 - 6UtiNll'1"I'AL. : OCI ASSOCIATES INC. (407) 332-5110. : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 : 02-21-2002 FILE C:\HYDRON43\01024-2.HYD : Grand Isle Condoes (remote #2) I FIRE SPRINKLER HYDRAULIC GRAPH I i 400 600 800 1000 1200 0-� Supply Curve Static : 216.0 Resid : 139.0 Flow : 1125.0 Booster Pump Rated 140 Psi @ 75( Copyright: Hydronics Engineering 34119 Fremont B1, Suii Fremont, CA. 94555. (510) 487-9160. 1400 1600 1800 2000 FLOW - Gpm 0 Demand Curve i Avl Pr 214.5 @ 133 Req Pr :I 77.0 @ 133 Pr Cush :1 137.5 Gpm I I I 1999. i i -e 609, � I i I { HYDRONICS: FIRE SPRINKLER HYDRAULICS 4.3 - SUBMITTAL. Page 1 4 1 ENGINEERS : OCI ASSOCIATES INC. (407) 332-5110. ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01624-1.HYD JOB : Grand Isle Condoes SOURCE I STATIC : 48.0 Psi RESIDUAL 46.0 Psi FLOW : 1140 Gpm PUMP I STATIC : 168 Psi RESIDUAL 91 Psi FLOW : 1125 Gpm COMBIN I STATIC 216 Psi RESIDUAL 138 Psi FLOW : 1125 Gpm -PUMP RATED 140 Psi at 750 Gpm NODE ELEVATION K- PRESSURE DISCHARGE • NO. Feet FACTOR Psi Gpm ----------------------------------------------------------- 1 140.0 50.0 I 100.0 500.0 2 10.0 157.7 100.0 HOSE 3 1.0 162.3 4 1.0 1�4.8 5 1.0 165.0 6 1.0 165.2 .7 1.0 1�3.3 8 .0 SOURCE 1 4.0 600.0 SPRINKLERS FLOWING 1 Heads AREA PER SPRINKLER 500 S� Ft REQUIRED DENSITY Q 1.0 G�m/S q Ft COMPUTED DENSITY 1.0 G1m/Sq Ft TOTAL SPRINKLER FLOW 500.0 Gpm INSIDE HOSE STREAM 100 Gpm OUTSIDE HOSE STREAM Gpm TOTAL WATER REQUIRED 600.0 Gpm TOTAL SPRINKLER PRESS 166.0 Psi VALVE FIXED LOSS 8 Psi Copyright(1999) SUPPLY PRESS AVAILABLE 191.7 Psi by DEMAND PRESS REQUIRED 174.0 Psi Hydronics Engineering PRESSURE CUSHION 17.8 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 6.7 F/,S (510) 487-9.160 i HYDRONICS: FIRE SPRINKLER HYDRAULICS 4.3 - SUBMITTAL. Page 2 ENGINEERS : OCI ASSOCIATES'INC. (407) 332-5110. ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01024-1.HYD JOB : Grand Isle Condoes I PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 500.0 K=50.0 L= 130.0 Pt 100.0 Pt 100.0 1 Q= 500.0 F= E F= 14.0 C= 120 Pe 56.3 Pv -.2 Vel= 5.6 D= 6.065 TL= 144.0 .0098 Pf 1.4 Pn 99.8 r 2 157.7 -------------------------------- 2 q= 100.0 ------------------------Pt------ HOSE L= 10.0 Pt --------- 157.7 Pt157.7 2 Q= 600.0 F= CB F= 42.0 C= 120 Pe 3.9 Pv -.3 Vel= 6.7 D= 6.0 5 TL= 52.0 .0137 Pf .7 Pn157.4 3 -------------------------------------------------- 3 q= .0 K= .0 L= 150.0 -------Pt-162_3- Pt 162.3 -------- Pt162.3 3 Q= 600.0 F= 2E F= 28.0 C= 120 Pe .0 Pv -.3 Vel= 6.7 D= 6.065 TL= 178.0 .0137 Pf 2.4 Pn162.0 4 Pt 164.8 -------------------------------------------------------------------------- 4 q= .0 K= .0 L= 2.0 Pt 164.8 Pt164.8 4 Q= 600.0 F= B F= 10.0 C= 120 Pe .0 Pv -.3 Vel= 6.7 D= 6.065 TL= 12.0 .0137 Pf .2 Pn164.5 5 I Pt 165.0 -------------------------------------------------------------------------- 5 q= .0 K= .0 L= 15.0 Pt 165.0 Pt165.0 5 Q= 600.0 F= 2E F= 36.0 C= 120 Pe .0 Pv -.1 Vel= 3.8 D= 8.07 TL= 51.0 .0034 Pf .2 Pn164.9 6 I Pt 165.2 ------------------------------ 6 Q= 600.0 ----------------------------------------- I Pt 165.2 BFP FIXED PRESSURE LOSS Valve 8.0 7 Pt 173.3 7 q= .0 ---------------------------------------- K= .0' L= 20.0 Pt 173.3 Pt173.3 7 Q= 600.0 F= ETG F= 57.0 C= 120 Pe .4 Pv -.1 Vel= 3.8 D= 8.071 TL= 77.0 .0034 Pf .3 Pn173.2 - ------------------------------ 8 -------------------------------------------- Pt 174.0 ----------------------------- . 8 Q= 600.0 --------- <<< , ------------------------ SOURCE >>> Pt ------------ 174.0 E=>90-Elb T=>TeeBch L=>Lt-Elb C=>CkVly B=>BfyVly G=>GatVly A=>AlmChk ' HYDRONICS: FIRE SPRIINKLER HYDRAULICS 4.3 - SUBMITTAL. 4 a , ENGINEERS : OCI ASSOCIATES INC. (407) 332-5110. ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 DATE : 02-21-2002 FILE C:\HYDRON43\01024-1.HYD JOB : Grand Isle Condoes PSI FIRE SPRINKLER HYDRAULIC GRAPH 400 360 320 280 240 200 160 120 80 40 0 400 600 800 1000 1200 Supply Curve Static : 216.0 Resid : 138.4 Flow : 1125.0 Booster Pump Rated 140 Psi @ 750 1400 1600 1800 2000 FLOW - Gpm 0 Demand Curve Avl Pr 191.7 @ 599 Req Pr 174.0 @ 599 Pr Cush 17..8 Gpm Copyright: Hydronics Engineering,) 1999. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (510) 487-9160. .,4 ENGINEERS : OCI ASSOCIATES INC. (407) 332-5110- , ADDRESS : 427 Whooping Loop, Suite 1�825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\i1024-2.HYD JOB : Grand Isle Condoes (remote #2) SOURCE STATIC : 48.0 Psi RESIDUAL, : 46.0 Psi FLOW : 1140 Gpm PUMP STATIC : 168 Psi RESIDUAL : 91 Psi FLOW : 1125 Gpm COMBIN STATIC : 216 Psi RESIDUAL : 139 Psi FLOW : 1125 Gpm PUMP RATED 1 140 Psi at 750 NODE ELEVATION K- Pi NO. Feet FACTOR _-------------------------------------- 1 135.0 3.0 2 135.0 3.0 3 135.0 3.0 4 135.0 3.0 5 135.0 6 135.0 7 135.0 8 9.0 9 1.0 10 1.0 11 1.0 12 1.0 13 1.0 14 .0 SOURCE SPRINKLERS FLOWING AREA PER SPRINKLER REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW INSIDE HOSE STREAM OUTSIDE HOSE STREAM TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS VALVE FIXED LOSS 4 196 ESSURE DISCHARGE Psi -------------------- Gpm 7.8 8.4 7.5 8.2 8.2 8.6 8.4 8.7 8.8 9.0 10.4 65.0 68.5 68.5 68.5 68.5 76.5 77.0 133.9 Heads Sq Ft .04 Gpm/Sq Ft .04 Gpm/Sq Ft 1919= 100 133.9 69.0 8 Psi Psi Copyright (1999) SUPPLY PRESS AVAILABLE 214.5 Psi by DEMAND PRESS REQUIRED 77.0 Psli Hydronics Engineering PRESSURE CUSHION 137.5 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 5.2 F/� (510) 487-9160 t 111 L1\VLV 1l.J. 1:.LL\LJ ' OL L\.L1V1\LJLj" 111 UL\C]VL.L% 0 'Y J JV1 L111. JLML rayc G ENGINEERS : OCI ASSOCIATES INC. (407) 332-5110- ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01024-2.HYD JOB : Grand Isle Condoes (remote #2) PIPE BEG FLOW K-FACTORS I LENGTH C-FACTOR PRESSURE NO.- Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 8.4 K= 3.0 L= 8.0 Pt 7.8 Pt 7.8 1 Q= 8.4 F= T F= 3.0 C= 120 Pe .0 Pv -.2 Vel= 5.0 D= .8241TL= 11.0 .0845 Pf .9 Pn 7.6 5 ---------------------------------- Pt 8.8 2 q= 8.2 K= 3.0 --------------------------------------- L= 12.0 Pt 7.5 Pt 7.5 2 Q= 8.2 F= T F= 3.0 C= 120 Pe .0 Pv -.2 Vel= 5.0 D= .824ITL= 15.0 .0816 Pf 1.2 Pn 7.4 5 Pt 8.8 3 q= 8.6 K= 3.0 ---------------------------------------- L= 6.0 Pt 8.2 Pt 8.2 3 Q= 8.6 F= F= .0 C= 120 Pe .0 Pv -.2 Vel= 5.2 D= .824 TL= 6.0 .0885 Pf .5 Pn 8.0 -------------------------------------------------------------------------- 5 Pt 8.8 4 q= 8.7 K= 3.0 L= 4.0 Pt 8.4 Pt 8.4 4 Q= 8.7 F= T F=. 3.0 C= 120 Pe .0 Pv -.2 Vel= 5.2 D= .824 TL= 7.0 .0903 Pf .6 Pn 8.2 -------------------------------------------------------------------------- 6 Pt 9.0 5 q= .0 K= .0 L= 11.0 Pt 8.8 Pt 8.8 5 Q= 25.2 F= F= .0 C= 120 Pe .0 Pv -.1 Vel= 4.0 D= 1.61 TL= 11.0 .0248 Pf .3 Pn 8.6 -------------------------------------------------------------------------- 6 Pt 9.0 6 q= .0 K= .0 L= 75.0 Pt 9.0 Pt 9.0 6 Q= 33.9 F= 4ET F= 30.0 C= 120 Pe .0 Pv -.1 Vel= 3.2 D= 2.067 TL= 105.0 .0127 Pf 1.3 Pn 9.0 7 Pt 10.4 7 q= .0 K= .0 --------------------------------------- �L= 126.0 Pt 10.4 Pt 10.4 7 Q= 33.9 F= 2E F= 20.0 C= 120 Pe 54.6 Pv .0 Vel= .9 D= 4.026 TL= 146.0 .0005 Pf .1 Pn 10.4 _ 8 Pt 65.0 8 q= .0 K= .0 7 -------------------------------------- IL= 8.0 Pt 65.0 Pt 65.0 8 Q= 33.9 F= CB F= 34.0 C= 120 Pe 3.5 Pv .0 - Vel= .9 D= 4.026 TL= 42.0 .0005 Pf .0 Pn 65.0 9 Pt 68.5 ' 9 q= .0 K= .0 --------------------------------------- L= 250.0 Pt 68.5 Pt 68.5 9 Q= 33.9 F= 3E F= 63.0 C= 150 Pe .0 Pv .0 Vel= .4 D= 6.065 TL= 313.0 .0 Pf .0 Pn 68.5 10 ------------------------------------- Pt 68.5 Ell LJ 1ZVLV 1l.J Z1L\L, Jr1 LJ1%nVW_Lk_O Y J - JUD11111zlu rdyC J J •ENGINEERS : OCI ASSOCIATES INC. (407) 3�K-5110: as ' ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01024-2.HYD JOB : Grand Isle Condoes (remote #2) PIPE BEG FLOW K-FACTORS LENGTH C-FACTOR PRESSURE NO.- Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 10 0 K= .0 L= 2.0 Pt 68.5 Pt 68.5 .10 Q= 33.9 F= B F= 10.0 C= 120 Pe .0 Pv .0 Vet= .4 D= 6.065 TL= 12.0 .0001 Pf .0 Pn 68.5 11 -------------------------------------------------------------------------- Pt 68.5 . 11 0 K= .0 L= 15.0 Pt 68.5 Pt 68.5 11 Q= 33.9 F= 2E F= 28.0 C= 120 Pe .0 Pv .0 Vet= .4 D= 6.065 TL= 43.0 .0001 Pf .0 Pn 68.5 ------------------------------ 12 Pt 68.5 12 Q= 33.9 ------------------------------------ Pt 68.5 BFP FIXED PRESSURE LOSS Valve 8.0 -------------------------------------------------------------------------- 13 Pt 76.5 13 q= .0 K= .0 L= 10.0 Pt 76.5 Pt 76.5 13 Q= 33.9 F= GT F= 39.0 C= 120 Pe .4 Pv .0 Vel= .2 D= 8.071 49.0 .0 Pf .0 Pn 76.5 ----------------------------------------- 14 �L= ----------------Pt- 77.0 -------------- -----------------------------------I-------------------------------------- 14 ----------------------------------- Q= 133:9 <<< SOURCE >>> --------------------------------------- Pt 77.0 E=>90-Elb T=>TeeBch L=>Lt-Elb C=>Chkvly B=>BfyVly G=>GatVly A=>AlmChk RilltCUlV1l..J: r11C� JrtCLL1Vt�LLtC RiUICtiVL1l..J '3.J - JUDL"1111L]L. I •ENGINEERS : OCI ASSOCIATES INC. (407) 332-511a. ' ADDRESS : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 DATE : 02-21-2002 FILE C:\HY0RON43\01024-2.HYD JOB : Grand Isle Condoes (remote #2) PSI FIRE SPRINKLER HYDRAULIC GRAPH 400 I 360 • 320 280 240 200 160 120 80 40 0 400 600 800 1000 1200 Supply Curve Static : 216.0 Resid : 139.0 Flow : 1125.0 Booster Pump Rated 140 Psi @ 750 1400 1600 1800 2000 FLOW - Gpm • Demand Curve Avl Pr : 214.5 @ 133 Req Pr : 77.0 @ 133 Pr Cush : 137.5 Gpm Copyright: Hydronics Engineering,! 1999. 34119 Fremont Bl, Suite 609, Fremont, CA. 94555. (510) 487-9160. . HYDRONICS: FIRE SPRINKLER HYDRAULICS 4.3 - SUBMITTAL. Page 1 J.. ENGINEERS OCI ASSOCIATES INC. (407) 332-5110. ADDRESS _: 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01024-1.HYD JOB Grand Isle Condoes SOURCE STATIC : 48.0 Psi RESIDUAL 46.0.Psi FLOW : 1140 GPM PUMP STATIC : 168 Psi RESIDUAL 91 Psi FLOW : 1125 GPM COMBIN STATIC : 216 Psi RESIDUAL 138 Psi FLOW : 1125 GPM PUMP RATED 140 Psi at 750 GPM NODE ELEVATION K- PRESSURE DISCHARGE NO. Feet FACTOR Psi GPM ---------------------------------------- ------------------- 1 140.0 50.0 1�00.0 500.0 2 10.0 157.7 100.0 HOSE 3 1.0 16¢.3 4 1.0 164.8 5 1.0 16�1' 6 1.0 16�5.2 7 1.0 17�.3 8 .0 SOURCE 1714.0 600.0 SPRINKLERS FLOWING 1 Heads AREA PER SPRINKLER 500 Sq Ft REQUIRED DENSITY 1.0 Gpm/Sq Ft COMPUTED DENSITY 1.0 Gpm/Sq Ft TOTAL SPRINKLER FLOW 500.0 GPM INSIDE HOSE STREAM 100 GPM OUTSIDE HOSE STREAM GPM TOTAL WATER REQUIRED 600.0 GPM TOTAL SPRINKLER PRESS 166.0 Psi VALVE FIXED LOSS 8 Psa I. Copyright(1999) SUPPLY PRESS AVAILABLE 191.7 Psi by DEMAND PRESS REQUIRED 174.0 Psi Hydronics Engineering PRESSURE CUSHION 17.8 I. Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 MAXIMUM VELOCITY 6.7 F/S (510) 487-9.160 i HYDRONICS: FIRE SPRINKLER HYDRAULICS 4.3 - SUBMITTAL. Page 2 ENGINEERS OCI ASSOCIATES INC. (407) 332-5110. ADDRESS 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 Date: 02-21-2002 File: C:\HYDRON43\01024-l.HYD JOB : Grand Isle Condoes PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE, FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------- 1 q= 500.0 K=50.0 L= 130.0 Pt 100.0 Pt 100.0 1 Q= 500.0 F= E F= 14.0 C= 120 Pe 56.3 Pv -.2 Vel= 5.6 D= 6.065 TL= 144.0 .0098 Pf 1.4 Pn 99.8 _ 2 Pt 157.7 ---------------------------------- 2 q= 100.0 HOSE --------------------------------------- L= 10.0 Pt 157.7 Pt157.7 2 Q= 600.0 F= CB F= 42.0 C= 120 Pe 3.9 Pv -.3 Vel= 6.7 D= 6.065 TL= 52.0 .0137 Pf .7 Pn157.4 3 Pt 162.3 3 q= .0 K= .0 L= 150.0 Pt 162.3 Pt162.3 3 Q= 600.0 F= 2E F= 28.0 C= 120 Pe .0 Pv -.3 Vel= 6.7 D= 6.065 TL= 178.0 .0137 Pf 2.4 Pn162.0 4 - Pt164_8 4 q- 0 K= .0 L= ---------------- 2.0 Pt 164.8 Pt164.8 4 Q= 600.0 F= B F= 10.0 C= 120 Pe .0 Pv -.3 Vel= 6.7 D= 6.065 TL= 12.0 .0137 Pf .2 Pn164.5 5 Pt 165.0 5 q= .0 K= .0 L= 15.0 Pt 165.0 Pt165.0 5 Q= 600.0 F= 2E F= 36.0 C= 120 Pe .0 Pv -.1 Vel= 3.8 D= 8.071 TL= 51.0 .0034 Pf .2 Pn164.9 6 L--------------------------------------- Pt 165.2 ---------------------------------- 6 Q= 600.0 Pt 165.2 BFP FIXED PRESSURE LOSS Valve 8.0 7 Pt 173.3 -------------------------------------------------------------------------- 7 q= .0 K= .0 L= 20.0 Pt 173.3 Pt173.3 7 Q= 600.0 F= ETG F= 57.0 C= 120 Pe .4 Pv -.1 Vel= 3.8 D= 8.071 TL= 77.0 .0034 Pf .3 Pn173.2 ' 8 L----------------------Pt-174_0 -------------------------------------------------------------------------- 8 Q= 600.0 <<< � SOURCE >>> Pt 174.0 --------------------------------- ---------------------------------- E=>90-Elb T=>TeeBch L=>Lt-Elb C=>ChkVly B=>BfyVly G=>GatVly A=>A1mChk HYDRONICS: FIRE SPRINKLER HYDRAULICS 4.3 - SUBMITTAL. ENGINEERS : OCI ASSOCIATES INC. (407) 332-5110. ADDRESS - : 427 Whooping Loop, Suite 1825, Altamonte Springs, FL 32701 DATE : 02-21-2002 FILE : C:\HYDR(IN43\01024-1.HYD JOB : Grand Isle Condoes PSI FIRE SPRINKLER HYDRAULIC GRAPH 400 360 V 320 280 240 200 160 120 80 -Z 40 I 0 400 600 800 1000 1200 o--� Supply Curve Static : 216.0 Resid : 138.4 Flow : 1125.0 Booster Pump Rated 140 Psi @ 750 1400 1600 1800 2000 FLOW - Gpm 0 0 Demand Curve Avl Pr : 191.7 @ 599 Req Pr : 174.0 @ 599 Pr Cush : 17..8 Gpm Copyright: Hydronics Engineering,) 1999. 34119 Fremont B1, Suite 609, Fremont, CA. 94555. (510) 487-9160.