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HomeMy WebLinkAbout1215 S French Ave - BC05-000528 (WAREHOUSE) (FIRE) (A)l� C, PERMIT ADDRESS CONTRACTOR \ V—C�-F\ V Trv`."!1-� ' ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESS A AA ( ,\4 (L,(- . �.. PHONE NUMBER ELECTRICAL CONTRACTOR SUBDIVISION c PERMIT # � j ' �`� � � DATE PERMIT DESCRIPTION PERMIT VALUATION> _�G `` \� SQUARE FOOTAGE �� T 1`I q d d r� cn cn MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d H tTJ MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE' FREEDOM TO REMOVE EXISTING 4' PLUG AND EXTEND TO NEW SYSTEM TO EXISTING SYSTEM 6' 7 c 8" ALARM VALVE TS y N EXISTING GRADE TO SUPPLY 6 HEAD CABINET 4' Existing Riser Detail No Scale Hydraulically Designed System Location WAREHOUSE No. of Sprinklers 17 Density .19 J a 0 U FSP TO BLDG. ADD, RUP. 24'-0 - SCH 40 BLK STEEL 1" GLOBE VALVE 0 i o 1" x 1-2 T -T ;n 1" 45' ELBOW 1" x 1/2" BUSHING WITH 5.6K S.O.S. FIN. FLR, Ins. Test Conn. Detail No Scale 12' 1• I BAR J❑ I `, Fire Protection Piping Plan TOTAL AREA 8,000 SQ FT. } q SCALE S.I.N. R4842 S.I.N. R1027 1/2"2(5.6K) Design Area Size 2000 9 EXTERIOR WALL - NON-COMBUSTIBLE STEEL BEAM - AND PURLIN CONSTRUCTION RELIABLE F1FR 7-5 4-11 12-4 12-4 12-4 CHRM PEND E) SEMI—REG System Demand At Base of Riser —Q_ —Q— QUICK RESPONSE 12-4 4p1 STANDARD SPRAY 33 GPM @ 17 PSI GPM Discharge 529.99 O_ I 1' 1�' 12-4 7-4 I. o + 5-0 12-4 12-4 12-4 Residual PSI 62.916 FLOW 1175 GPM :, � a 1V 1�' 12-4 7-4 Zi- 1. 1 1-1`a m 11b' IV lib' 14' 5-0 12-4 12-4 12-4 n4' AS AS FIN, FLR. Building Section co �a — No Scale I zIH Q I W U 0 3 0 Q T- W > Q I - L7 + El H wl El 3 as � STATI SD Z1 I RES DUALL575 I FSP O DATE 12-8-04 H TIME 3130 PM NEW FSP BY FREEDOM FIRE PROTECTION 0 _ N IU EXISTING BUILDING EXISTING 8' RISER ES SEE RISER DETAIL Z EXISTING 10' D.I. LLQ 200'-0' +/- 7 I TS I BS Li x w EXISTING FDC I I TO REMAIN _j I Fire Protection Piping Plan TOTAL AREA 8,000 SQ FT. } q SCALE S.I.N. R4842 S.I.N. R1027 1/2"2(5.6K) "6(8.2K) 155 QR 86 SR RELIABLE F1FR (RELIABLE "G" CHRM PEND ASS UPR SEMI—REG O ESC —Q_ —Q— QUICK RESPONSE STANDARD RESPONSE ECLH 18' x 18' STANDARD SPRAY 33 GPM @ 17 PSI General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .19 gpm/sq f t , throughout the warehouse area and .10 gpm/sq ft in the office area. All sprinkler head spacing and locations to comply with NFPA 13, 1999 edition and the manufacturers specifications. 2. All roll grooved piping sizes 2" thru 4" to be Sch. 10 black steel, all threaded piping 1" thru 1-1/2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply -with NFPA 13 & 24, 1999 editions, and The Local Authority. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 1999 edition. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with their rating. B. C. INC ATR PURL HANGER RING f BE op,t��.' TYPE #2 Hanger Detail >IDEWINDER INC ATR HANGER RING No Scale ` 3 S RIEV,I ENVED (1-fY OV SAINFORD`��l� IA11 1 to,0 40 AP �01 4 7 AV IL J ; I — er ® 11, JANIES M. CURTIS i#37912 81, -299 2-1' 407.461 .2645 880-I Ffi1NTElfi ` L.K. DR.,, 4221 TAMPA, FL 33,647 p_-, Fire Sprinkler Piping Plan CONTRACT # DRAWN 1 FRED LUPO CHECKED 1 J.C. DATE 1 12-15-04 TOTAL HEADS 1 89 SCALE 1 AS NOTED 1 of 1 SHEET N0, W Z O_ I -- CL U Q W > Q El El � I o H Q LLQ L.L Li Q d z CONTRACT # DRAWN 1 FRED LUPO CHECKED 1 J.C. DATE 1 12-15-04 TOTAL HEADS 1 89 SCALE 1 AS NOTED 1 of 1 SHEET N0, NOTE, ALL DROPS TO BE I TS NEW 4' GS&Y VA. w/ T,S, BY FFP TO EXISTING BLDG. 6' x 4' WET TAP—] FREEDOM's POINT OF CONN. EXISTING GRADE 4' u� Location ID 8'-0' SCH 10 GALV, in -TRA H- o Density P d0 +� ' o o Design Area Size 6' EXIST, TEE w/ PLUG System Demand At Base of Riser GPM Discharge Lo Residual PSI o� o =r U � EXIST. 8' ALARM VA. ' 0 BS M N FSP TO SUPPLY TO NEW BLDG, ADD. � � V BY - F,F,P, ES Z 10'D,I, ��~5--- ------ ------------�—i -EXISTING BUILDING- � -----------�EXISTING --- TS 200'-0' BS � I UI �I 4 C / / 6 M1�� I O tio, rLL 2O � N 5 INSr TEST / Iri ' r rut, 2' I 2R 2' 2' 2' 2' 1 1(I5 2' I-' Z' 2' jD 2' 2' 2' 9-6 O j0 9-6 10- 9-0 1 0- - 3F10 1 1-1 1 10- 1B 1C lE 1D #2(26') 1' x 1'-3J TYP, 4- 1 1 4 7-10 co A8 R2 M2 11 to �0,�0 2 y (D p 2' O 2 7 Q , o M — -6 6 - 2' chi F' - 3 10 2' 1-1 1- 2' 10- 2' / 9-6 0 9-6 10- 10- 2E 2D A 2 2C / o �1(-10 4- 1 4 7-10 26' CE qTERLINE �� H3 15'-3 LEV, 16 , is to 2 -6 6 10- I I 1 19-6 2, 2' - 3 10 2' -1 1- 2'`Z 10- 1� 2' 2' 3C 2' 70 9-6 10- to - / 11111 13E 3DA u 3B i u, 1 10 I 1 4 7-10 \ / i o A7 - CUti i i `� R4 -WAREH USE- / #2(26') M4 20 2/21 �. 2. 2' 9-6 4D /0 9 10- 10- -' 3 10 4rA 1-i 1- 10- 4D 4C01 4E 1� 1 10 6F4 1-4 ' 7-10 c� — % 1 //1 1111/ * #1 22') 1111 p 2 ��`//// 0 — cu T+ (-10 0 o +9,-0 1;01 L 2' 2' � 2 2C 2' 2' 2' 2' 2'2 2' ® p,p I - 9-6 0-0 9-6 10- 10 � ' - � 6 - 3�a 0� 1-1 1- 10- 5 5C I • • .. E 1 5D o ,� n 1 10< 4 1 4 - 112 26') i *� -OF CE- A6 /�� ��ti n, o } 2 2' 2• 2' 2' 2'2�� 2' v���� 2' 2' 6 - 3r10 1-1 1- 10- 6 6C o 0-0 9-6 0-0 9-6 10- 10- (71') 6E 6D 6A 1 10 41 4 -1( #1(22' 0 11it X,UF4 r $410 I If -1 �2 2' 2• R, 2' - 310 �A�M 2' 1-1 1- 2' 2' 2' �y0 9-6 j 0-0 10-7 9-6 104 7C Mto- 7 7D �T Tq�� #2 26') 26' CE 15'-3 1 TERLINE LEV, 1 A5 • ' 6r4 r •� T1 0 � Q1=I0 I 2, 2, �, 2, 2' 2' 2�tio 2' p V� 2' 10 ` 9-6 8D 0-0 101 8 9-6 10- 10- � N 4 6 ;Ln - 3 10 8rA 1-1 1- 8C M o $E #2I I) I Cl)A 4. 4' o -I1-5 A4 — 0 A3 2� �� — A2 I� LP — — RI ER -Y Zo L` L7 N fq ' 3 TS NEW 4' GS&Y VA. w/ T,S, BY FFP TO EXISTING BLDG. 6' x 4' WET TAP—] FREEDOM's POINT OF CONN. EXISTING GRADE 4' System Location WAREHOUSE 8'-0' SCH 10 GALV, BY FFP Density .30 Design Area Size 6' EXIST, TEE w/ PLUG System Demand At Base of Riser GPM Discharge Lo Residual PSI o� o =r U � EXIST. 8' ALARM VA. ' 0 BS M N FSP TO SUPPLY TO NEW BLDG, ADD. Existing Alarm Valve Detail Hydraulically Designed System Location WAREHOUSE No. of Sprinklers 21 Density .30 Design Area Size 2000 System Demand At Base of Riser GPM Discharge 672.18 Residual PSI 38.71 TIRE STORAGE UP TO 12'-0 No Scale B.O.P. 15'-6 - EXTERIOR WALL 1" GI 12' yr �— Ins. Test Conn. Detail No Scale FLOW HYD, 0I FIN. FLR. Building Section No Scale I LD �I �I w F- a rl "I z ~I X X w I I w z S.I.N. R1027 PRESSURE HYD. o FSP 3/4"8(8.2K) 155' QR 286 SR FLOW TEST INFO, > NEW FSP BY FREEDOM FIRE PROTECTION STATIC - 85 PSI J P J RESIDUAL - 75 PSI o � �� FLOW - 1175 GPM STANDARD RESPONSE �F DATE - 12-8-05 � P TIME - 330 P.M. � � V BY - F,F,P, ES Z 10'D,I, ��~5--- ------ ------------�—i -EXISTING BUILDING- � -----------�EXISTING --- TS 200'-0' BS � I UI �I � zl wI EXISTING FDC TO REMAIN I Fire Protection Piping Plan TOTAL AREA 8,000 SQ FT. SCALE S,I.N. R3615 S.I.N. R1027 1/2"2(5.6K) 3/4"8(8.2K) 155' QR 286 SR RELIABLE F1FR RELIABLE "G" CHRM PEND BRASS UPR SEMI-REC NO ESC _O - QUICK RESPONSE STANDARD RESPONSE STANDARD SPRAY STANDARD SPRAY General Notes: 1. Design Criteria: Wet pipe system of automatic sprinklers hydraulically designed to provide .30 gpm/sq ft throughout the warehouse area and .10 gpm/sq ft in the office area, All sprinkler head spacing and locations to comply with NFPA 13, 2002 edition and the manufacturers specifications. 2. All roll grooved piping sizes 2" thru 4" to be Sch. 7 black steel, all threaded piping 1" thru 1-1/2" to be Sch. 40 black steel. All fittings to be mechanical roll grooved or cast iron threaded. 3. All material, devices and installation to comply with NFPA 13 & 24, 2:002 editions, and The Local Authority. 4. All overhead piping to be hung with U.L. listed hangers properly spaced in accordance with NFPA 13, 1999 edition. 5. All piping to be hydrostatically tested at 200 psi for (2) hours. All underground piping to be flushed before any overhead piping is tied in. 6. All firewall penetrations to be sealed in accordance with their rating. TYPE #1 BAR JO I ` C INC ATR PURL HANGER RING TYPE #2 Hanger Detail ELEV, 13'-6i - U SHORT RADIUS 90' TAKEOUT 4' >IDEWINDER INC ATR HANGER RING No Scale. RI 6 HEAD CABINET GAUGE ASSEMBLY 2' V-4 2' ANGLE VALVE (U ELEV, 2'-10 - ti 4' I.B.R. OUT WALL 2' x V-4 New Addition Riser Detail PLANS RMENED RE W . S,,jnfard Firs Dig. Date*.._0 -. - No Scale AMES M. CURTIS #37912 3, 99. 2 y 407-4 6-2645 �A n 8801 HUI -rE:R LK. 0R. #221 TAMPA, PL 33647 on Fire Sprinkler Piping Plan > _ Pq Y In W CD I— I ¢ Nt Q N I ci Z CONTRACT #C0442 DRAWN + FRED LUPO CHECKED ; J.C. DATE ; 1-24-05 TOTAL HEADS 1105 SCALE ; AS NOTED 1 of 1 SHEET N0,