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259 Towne Center Cir - 95-001892 (LANE BRYANT) (INTERIOR BUILDOUT) (A)ZONE DATE ` t CONTRACTOR ADDRESS �J/y C- 0 PHONE # LOCATION OWNER ADDRESS--�CJ�1� PHONE# 9�iX- �CWLUMBING CONTRACTOR ADDRESS PHONE # I S' 110 S ELECTRICAL CONTRACTOR ADDRESS «L�P►l�ii MECHANICAL CONTRACTOR ADDRESS PHONE# MISCELLANEOUS CONTRACTOR A (1kilyk, ��- ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS ( ) FINISHED FLOOR ELEVATION REQUIREMENTS (�) ARCH IT ECTURAL APPROVAL I �- DATE: - ADIVISION: PERMIT # LOT NO. JIOB COST $ I $®, 000 00 SECTION: ((,, SQUARE FEET: c� FEE $ `-'l MODEL: STATE NO.0 i CO OCCUPANCY CLASS: FEE $ � V3 FEE $JU`� FEE $ Gi} FEE Zb tNthuy Stul. CERTIFICATE OF OCCUPANCY ISSUED # _ DATE: FINAL DATE(1� 1/ 3 BRANCH OFFICES = JACKSONVILLE - FORT MYERS - 11326 W. DISTRIBUTION AVE. 2321 BRUNER LANE JACKSONVILLE, FL 32256-2745 FORT MYERS, FL 33912 PH# (904)-268-3030 PH# (813) 433-3030 FAX# (904) 268-0724 FAX# (813) 433-326.3 _ GENERAL NOTES ALL i' — 2' PIPE W/ THREADED FITTINGS TO BE SCH-40 ASTM—A-135 STANDARDS ALL 1 1\2' — 4' PIPE W/ WELDED OR GROOVED FITTINGS TO BE SUPEPFLOW PIPE ASTM -A-795 STD. ALL 6' - 8' PIPE W/ WELDED. OR, GROOVED FITTINGS TO BE TR WALL PPE. ASTM ALL HANCERS PER W -PA -13 STANDARDS ONDICATES HYDRAULIC REFERENCE PONT A.T.R.: ALL THREAD ROD T.B.C.: TOP BEAM CLAMP C—C CENTER -CEN ITER G : GROOVED T : THREADED BUILDINC CONSTRUCTION 6 NON-COMBUSTIBLE CELNG IS ACCOUSTICAL TILE OR GYPSUM BOARD AS SHOWN ON PLAN ALL ELECTRICAL WIRING TO BE DONE BY OTHERS i II J -jJ J I I I III II , I � ,.-A r � "h.. ..r :•.^,'"w' •X•wb' M�"•. <.b u . �t`:. � i I I NAME IMETAL SYM CNT NAME IMETAL TPK RESIDUAL PRESSURE NPT ❑RIE MF, G• MEDEL# ESCUT CONN, a - 1 -7� PENDENT WHITE 165 5,50 1/2a 1/2 CENTRAL H R ECCESSED WHITE Thread ead .r PENDENT WHITE 16S 5.60 1/2' 1/2 C�NTRAL H CONCEALED WHITE Thread 4 t G .s Y t` .1. J.0 PENNEY A co f` .114n 1 1 I I r r WATER FLOW INFORMATION STATIC PRESSURE 71 FIRE PUMP SANFORD FL RESIDUAL PRESSURE 52 SIZE GPM 0 PSI MADISON PITOT READING .2 TYPE OF DRIVER 0`,7-6—q5 FLOW IN G.P.M. 1340 TRANSFER tW DATE OF TEST 6 --7 -c15 ELECTRICAL REOS TIME OF TEST 703.5 SUCTION FROM .TEST TAKEN BY SANFORD HYDRANT LOCATION 150 HYDRAULIC CALCULATIONS DESIGN AREA # 1500 CENTER CIRCLE SANFORD FL LOCATION REMOTE ROAD P.O. BOX 8324 MADISON DENSITY .2 0`,7-6—q5 DESIGN AREA 1500 PSI REOD 0 BASE RISER 61.05 `° mct "° 85111 GPM REOD 0 BASE RISER 703.5 OVERHEAD C -FACTOR 120 UNDG C FACTOR 150 11' HEADS CALCULATED 15 DESIGN . CRITERIA DESIGN AREA 1500 CENTER CIRCLE SANFORD FL SYSTEM PIPE ROAD P.O. BOX 8324 MADISON TYPE OF SYSTEM WET 0`,7-6—q5 DENSITY / G.P.M. ,2 DESIGN AREA S.F. 1500 `° mct "° 85111 AREA PER SPRINKLER 130 SPRINKLER ORIFICE 1/2" SPRINKLER K FACTOR 5.� INSIDE HOSE 250 OUTSIDE HOSE KIzGrV N r-1 . I--, ZiT-L---i 1 I 11 L :LANE BRYANT -25q TOWNE CENTER CIRCLE SANFORD FL "`w "m: TRI=NORTH BUILDERS INC. 717 POST ROAD P.O. BOX 8324 MADISON WI LOUIS P 0`,7-6—q5 SANFORD `° mct "° 85111 � 00