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HomeMy WebLinkAbout1203 Cornwall Rd00-162 (a) inter & exter remodelZONE CONTRACT( ADDRESS PHONE. # 1 nrATIr)N % � 11&,ul J GLSu-- DATE OWNER ADDRESS PHONE # PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (�^) FINISHED FLOOR ELEVATION REQUIREMENTS (�_) ARCHITECTURAL APPROVAL DATE: SUBDIVISION: PERMIT #� LOT NO. . JOB Lt�BLOCK: COST $ 61 SECTION: �� FEE STATE NO. FEE $ FEE $ FEE $ SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS -- I TYPE DATE OK REJECT BY FEE $ ENERGY SECT. CERTIFICATE OF OCCUPANCY ISSUED # FINAL DATE DATE: EPI: 1. is 1°1 2D ZI Z' Z3 QD 25 2:b Z'� Z� 30'-4'' 30'-0' 30'-t)" 311=i)" 30'-U' 30'-D" 30'-0 3D' -t3" 34'-0 7-0i, to' - . . . - . L & . . - ` I . - 4 \ . 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(= PypR-•k 1 .. - .- - 1) I-v.0Kt'-_F-t,_ � +_- '�" -! otS�r") .T •�c7i� r�c:TTOi/ p� j%v2LtrQ U,tQ,�- AL_ r3 L- ►'nt.1C��zS Age � 5s s ~f'T2 \v1W rJLAS U.rJ 0 1+&�C) -T0 pqr([ , I . r,) . . - - - ___ - --- 2) 44#4c, 4 /AA1,,iS n t Z7'I2 ,�,K'c---t-J Frz.Q>­ tan ,,!:>/,` f 14-oJG &"' fj.A,,.n /� j �_- 28'/L -Fbi<�-J F=r<0/ti r50 f -,ZN,_ a-- i CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 (407) 302-1091 (407) 330-5677 Plans Review Sheet Date: November 16, 1999 Business Address: X;201/1203 11 Rd Occ. Ch. 29 Business Name: Humphrey Realty Ph. Contractor: Southern Fire Protection Ph. 321-4200 Reviewed [ ] Reviewed with comment (x j; Rej ected [ ] Reviewed by: Bart Wright, Fire Protection InspectotV Comment: This permit is issued as a renewal of the previous permit #97-2585, which expired due to inactivity greater than 6 months. Although the previous permit, did in fact have inspections made during its issue period, the permit can not be considered "finaled" as the job had not been completed per approved drawings. Therefore, the applicant, Southern Fire Protection, has resubmitted the exact same drawings (per Lou Miranda) as previously submitted. This submittal will involve only the northern most area of the building, both floors for 1201 and the proposed 1203 address. The remainder of the system, the underground, FDC and overhead have already been completed. The contractor stipulates that the cost of the job shown on the application ($50.00) is only for permitting purposes and was done this way at the direction of Ms. Arlene Rumbley through Inspector Robles. The actual cost was reflected at the first submittal. The Sanford Fire Department imposes the condition that the entire installation will be again inspected for code compliance and tested as a new installation. + 03 N 9" WAREHOUSE AREA (THIS AREA IS SPRINKLED) HANG CROSSMAIN TO SIDE OF BAR JOIST 51'-7 1/27 SET ALL PIPING AT ELEV. 9'-71/2" A.F.F. ALL DROPS ARE 1 XO -5 W/1 X1/2 R.C. FASTEN ALL HANGERS TO PURI IN WITH ATR & (2) NUTS THE CEILING HT. IS 9'-0" A.F.F. DESIGN CRITERIA HYDRAULIC CALCULATIONS AUTOMATIC SPRNKLER LEGEND STATIC 73 PSI SYSTEMA NO. 4 LOCATION OFFICES SYMBOLS QUAN. SIZE TEMP. MAK: MODEL TYPE FINISH ESC. RESIDUAL : 50 PSI HAZARD LIGHT TYPE OF SYSTEM WET esCITY © 82 1/2 155 RELIABLE "F1" PEND CHROME REC.CH. FLOW : 1840 GPMS SPACING 225 SF NO. OF SPRINKLERS 8 Phone (407) 857-55M 82 1/2 i "F1" CHROME REC.CH. DATE : 4-2-97 K FACTOR 5.62 S -UT No. 4 of 4 v .10 GPM /SF 'LIM - TIME : 11:15 AM INSIDE HOSE 0 DESIGN AREA 1500 SF N LOC.: CORNWALL RD. OUTSIDE HOSE 100 • GPM FLOW ® BASR 303.45 v / • BY : SFP AND SANFORD FIRE DEPT. RACK GPM N/A RESIDUAL PSI 0 BASK i # HANG CROSSMAIN TO SIDE OF BAR JOIST 51'-7 1/27 SET ALL PIPING AT ELEV. 9'-71/2" A.F.F. ALL DROPS ARE 1 XO -5 W/1 X1/2 R.C. FASTEN ALL HANGERS TO PURI IN WITH ATR & (2) NUTS THE CEILING HT. IS 9'-0" A.F.F. �u �o�c FLOCD"RPLAN �--{� 1 r 4 10I: C 115- HANG ALL PIPING THIS FLOOR AT EL.9'-2". PULL PIPING UP TIGHT TO BOTTOM OF JST. ALL B.L. HANGERS ARE TO BE 29"ATR W/ WIDE MOUTH TBC. ALL MAIN HANGERS ARE TO BE 28"ATR W/ WIDE MOUTH TBC. DESIGN CRITERIA BUILDING OCCUPANCY IS DESIGNED FOR A LIGHT HAZARD OCCUPANCY CLASSIFICATION PER N.F.P.A.— #13. DESIGN DENSITY IS .10 OVER THE MOST REMOTE 1500 SQ.FT. DESIGN AREA. HEAD SPACING FOR THIS LIGHT HAZARD OCCUPANCY IS 225 SQ.FT. MAX. SPACING :PER SPRINKLER HEAD W/ 130 SQ.FT. MAX. SPACING PER SPRINKLER USED IN MECHANICAL & ELECTRICAL ROOM AREA'S. WAREHOUSE AREA (THIS AREA IS SPRINKLED) SEE SHEET 51OF 4 TRUCK DOCK LOADING AREA MECH RM GENERAL IN;OTES FF It= FINISH FLOOR TO t OF PIPE. BP q.= BOTTOM PURLIN TO t OF PIPE. ® HYDRAULIC CALCULATION POINT. -0- GROOVED COUPLING ON GRVD. PIPE. �- HANGERS 3/8" NUTS, "NASH,(ATR)& RING. GROOVED PIPE TO BE SCHEDULE 10. THREADED PIPE TO BE SCHEDULE 40. ABOVEGROUND SYSTEM PER N.F.P.A. #13 UNDERGROUND SYSTEM PER N..F.P.A.#24 , 58'-11" HANG CROSSMAIN UNDER THIS PURLIN — _ 1 WAREHOUSE AREA I I (THIS AREA ISI SPRINKi ED) I p� ^t ( G E— START BY ADDING 4X2 /2 CONC.. RED. I I TO END OF EXISTING IGROOVE 1 ON CMI X _ i 39 I I I E271I2" 1 MAIN "D" �� 1wpo�� I SET ALL PIPING AT ELEV. 9'-171/2" A.F;F. I I f 21/2 2 /2 N 1-1-v t 11 v I I N I I f O� ALL f ROPS A�, E 1X0—� W/1 X1/$ R.C. I EXIST 4x21/2 CONC. RED. c> I V f I I " �I I(2B1/2"} X21/ x2 -01/z 04 2� z 4 v I (261 ) O I I FASTEN ALL DANGERS ITO PURI IN WITH ATR & 1(2) NUTS I 11 I I I 34-41,i I I RE Th00l� BRK.RM.�I! ECH OFFICE E! ir3 I 1;P NC:) 1\!" a'all I ;.136 } �,�. �r 9 I I m (_ 7 4 xLn 119- is I 1�4 LN �I `—� I -?..1-t— _ -iII _�- 3-8 _ 5—J `F� 14-14 �14-41/1z I #1 I 12 FFICE I STAIRS I _ - 1 ' �' f ; �� :N I OFFICE _ MAIM E " �` 1 _ REIT� OOfvN " " ii II 2 ( /\� o � I x(36 } � ► I + ��� 3 N �r1 4. I I ! Y_ 1 I -10 0-5 14-10 14-4 /210 L � REgEPTION i, i - - OFFICEt N� �I r 1�,_ SEk"DOND FLOOR' C'��BV��� PLAN ;D O� 1 X2-9 #g —6 I I Imo- l I i I F OG��TO(UDF ����� 4 104'-3" WAREHOUSE AREA (THIS AREA IS SPRINKLED) No cV �y REVISION #1—THIS REVISION INCLUDES THE FIRST AND SET ALL PIPING AT ELEV. 9'-71/2" A.F.F. ALL DROPS ARE 1 XO -5 W/1X1/2 R.C. FASTEN ALL HANGERS TO PURLIN WITH ATR & (2) NUTS THE CEILING HT. IS 9'-0" A.F.F. THE SPOT DIMENSIONS ARE THE SAME AS THE OTHER SIDE OF THE SECOND FLOOR OFFICES, EXCEPT OPPOSITE HAND. THE SPOT DIMENSIONS ARE THE SAME AS THE OTHER SIDE OF THE SECOND FLOOR OFFICES, EXCEPT OPPOSITE HAND. 1414 14=41/2 14-10 51'-7 1 /2" HANG ALL -PIPING THIS FLOODR AT 217 PULL PIPING UP TIGHT TO BOTTOM OF JST. ALL B.L. HANGERS ARE TO BE 29"ATR W/ WIDE MOUTH TBC. ALL MAIN HANGERS ARE TO BE 28"ATR W/, WIDE MOUTH TBC. ALL DROPS ARE TO BE 1X0_4W/1X1/2 R.C. THE CEILING HT. IS 8'-71/2"A.F.F. SECOND FLOOR OF[. I CES ON THE EAST AND NEW 1 WEST SIDE OF THE: WAREHOUSE.`° 0 FLR.OFFICES FLOW TEST DATA DESIGN CRITERIA HYDRAULIC CALCULATIONS AUTOMATIC SPRNKLER LEGEND STATIC 73 PSI SYSTEMA NO. 4 LOCATION OFFICES SYMBOLS QUAN. SIZE TEMP. MAK: MODEL TYPE FINISH ESC. RESIDUAL : 50 PSI HAZARD LIGHT TYPE OF SYSTEM WET esCITY © 82 1/2 155 RELIABLE "F1" PEND CHROME REC.CH. FLOW : 1840 GPMS SPACING 225 SF NO. OF SPRINKLERS 8 Phone (407) 857-55M 82 1/2 i "F1" CHROME REC.CH. DATE : 4-2-97 K FACTOR 5.62 S -UT No. 4 of 4 DENSITY .10 GPM /SF 'LIM - TIME : 11:15 AM INSIDE HOSE 0 DESIGN AREA 1500 SF N LOC.: CORNWALL RD. OUTSIDE HOSE 100 GPM FLOW ® BASR 303.45 BY : SFP AND SANFORD FIRE DEPT. RACK GPM N/A �u �o�c FLOCD"RPLAN �--{� 1 r 4 10I: C 115- HANG ALL PIPING THIS FLOOR AT EL.9'-2". PULL PIPING UP TIGHT TO BOTTOM OF JST. ALL B.L. HANGERS ARE TO BE 29"ATR W/ WIDE MOUTH TBC. ALL MAIN HANGERS ARE TO BE 28"ATR W/ WIDE MOUTH TBC. DESIGN CRITERIA BUILDING OCCUPANCY IS DESIGNED FOR A LIGHT HAZARD OCCUPANCY CLASSIFICATION PER N.F.P.A.— #13. DESIGN DENSITY IS .10 OVER THE MOST REMOTE 1500 SQ.FT. DESIGN AREA. HEAD SPACING FOR THIS LIGHT HAZARD OCCUPANCY IS 225 SQ.FT. MAX. SPACING :PER SPRINKLER HEAD W/ 130 SQ.FT. MAX. SPACING PER SPRINKLER USED IN MECHANICAL & ELECTRICAL ROOM AREA'S. WAREHOUSE AREA (THIS AREA IS SPRINKLED) SEE SHEET 51OF 4 TRUCK DOCK LOADING AREA MECH RM GENERAL IN;OTES FF It= FINISH FLOOR TO t OF PIPE. BP q.= BOTTOM PURLIN TO t OF PIPE. ® HYDRAULIC CALCULATION POINT. -0- GROOVED COUPLING ON GRVD. PIPE. �- HANGERS 3/8" NUTS, "NASH,(ATR)& RING. GROOVED PIPE TO BE SCHEDULE 10. THREADED PIPE TO BE SCHEDULE 40. ABOVEGROUND SYSTEM PER N.F.P.A. #13 UNDERGROUND SYSTEM PER N..F.P.A.#24 , 58'-11" HANG CROSSMAIN UNDER THIS PURLIN — _ 1 WAREHOUSE AREA I I (THIS AREA ISI SPRINKi ED) I p� ^t ( G E— START BY ADDING 4X2 /2 CONC.. RED. I I TO END OF EXISTING IGROOVE 1 ON CMI X _ i 39 I I I E271I2" 1 MAIN "D" �� 1wpo�� I SET ALL PIPING AT ELEV. 9'-171/2" A.F;F. I I f 21/2 2 /2 N 1-1-v t 11 v I I N I I f O� ALL f ROPS A�, E 1X0—� W/1 X1/$ R.C. I EXIST 4x21/2 CONC. RED. c> I V f I I " �I I(2B1/2"} X21/ x2 -01/z 04 2� z 4 v I (261 ) O I I FASTEN ALL DANGERS ITO PURI IN WITH ATR & 1(2) NUTS I 11 I I I 34-41,i I I RE Th00l� BRK.RM.�I! ECH OFFICE E! ir3 I 1;P NC:) 1\!" a'all I ;.136 } �,�. �r 9 I I m (_ 7 4 xLn 119- is I 1�4 LN �I `—� I -?..1-t— _ -iII _�- 3-8 _ 5—J `F� 14-14 �14-41/1z I #1 I 12 FFICE I STAIRS I _ - 1 ' �' f ; �� :N I OFFICE _ MAIM E " �` 1 _ REIT� OOfvN " " ii II 2 ( /\� o � I x(36 } � ► I + ��� 3 N �r1 4. I I ! Y_ 1 I -10 0-5 14-10 14-4 /210 L � REgEPTION i, i - - OFFICEt N� �I r 1�,_ SEk"DOND FLOOR' C'��BV��� PLAN ;D O� 1 X2-9 #g —6 I I Imo- l I i I F OG��TO(UDF ����� 4 104'-3" WAREHOUSE AREA (THIS AREA IS SPRINKLED) No cV �y REVISION #1—THIS REVISION INCLUDES THE FIRST AND SET ALL PIPING AT ELEV. 9'-71/2" A.F.F. ALL DROPS ARE 1 XO -5 W/1X1/2 R.C. FASTEN ALL HANGERS TO PURLIN WITH ATR & (2) NUTS THE CEILING HT. IS 9'-0" A.F.F. THE SPOT DIMENSIONS ARE THE SAME AS THE OTHER SIDE OF THE SECOND FLOOR OFFICES, EXCEPT OPPOSITE HAND. THE SPOT DIMENSIONS ARE THE SAME AS THE OTHER SIDE OF THE SECOND FLOOR OFFICES, EXCEPT OPPOSITE HAND. 1414 14=41/2 14-10 51'-7 1 /2" HANG ALL -PIPING THIS FLOODR AT 217 PULL PIPING UP TIGHT TO BOTTOM OF JST. ALL B.L. HANGERS ARE TO BE 29"ATR W/ WIDE MOUTH TBC. ALL MAIN HANGERS ARE TO BE 28"ATR W/, WIDE MOUTH TBC. ALL DROPS ARE TO BE 1X0_4W/1X1/2 R.C. THE CEILING HT. IS 8'-71/2"A.F.F. SECOND FLOOR OF[. I CES ON THE EAST AND NEW 1 WEST SIDE OF THE: WAREHOUSE.`° 0 FLR.OFFICES FLOW TEST DATA DESIGN CRITERIA HYDRAULIC CALCULATIONS AUTOMATIC SPRNKLER LEGEND STATIC 73 PSI SYSTEMA NO. 4 LOCATION OFFICES SYMBOLS QUAN. SIZE TEMP. MAK: MODEL TYPE FINISH ESC. RESIDUAL : 50 PSI HAZARD LIGHT TYPE OF SYSTEM WET esCITY © 82 1/2 155 RELIABLE "F1" PEND CHROME REC.CH. FLOW : 1840 GPMS SPACING 225 SF NO. OF SPRINKLERS 8 Phone (407) 857-55M 82 1/2 i "F1" CHROME REC.CH. DATE : 4-2-97 K FACTOR 5.62 S -UT No. 4 of 4 DENSITY .10 GPM /SF 0 2 1/2 200 RELIA)LE "G" UFR BRASS TIME : 11:15 AM INSIDE HOSE 0 DESIGN AREA 1500 SF N LOC.: CORNWALL RD. OUTSIDE HOSE 100 GPM FLOW ® BASR 303.45 BY : SFP AND SANFORD FIRE DEPT. RACK GPM N/A RESIDUAL PSI 0 BASK 55.7 DATE - 10 -25-99 FW NM Na SCAM' x,»314 FL wn DRAWN BY J.E.L. AH,t esCITY OF SANFORD jcc,"ZEY"T ROCK CONST. OA.N PETER T EL, P.E. c�r�rrarc >?aoarua. �rcn�� SANFORD PROPERTIES SW "C' WR?= WWW MD. xint,w mak, oda, Phone (407) 857-55M 1201 CORNWALL $tD. SAN ,FLEA CONTRACT / gNO. l� f RO i . 0— PLM 9/'W6i I ENGINEERS SEAL S -UT No. 4 of 4 sAr.Jnpr<,� �pUI�rIUe� �s�_,� a.EP TAND FRMITNSTRUED Tf), A e�pty - _ :1LLY BE THE WORK AND v0Ta LfC AS LIT'-' O F^O-cc AL FW OR ScrTHORtT! T:a �jIOLATE T^ AOl/rsIONS O- TmE T' G Nr :1srbE • ti pc ' iIc SUANCE OF c2 C.4L CObF OR �Na A . cRMIT RpE4'cfVT 7 _ LL O'�"eT F �1} THEA n�TEq P,EQUIP �LOING b :!?tiF b1'SL: `ixl Ez �Ob x 5ti Pm E R 1 Ms I T 3#9 00, ''Ole MY � .f FINAL INSPECTION REQUIRED .p i { f L JL✓ its ! V".r�+'� IS4