Loading...
289 Towne Center Cir - 95-002679 (FRANKLIN QUEST) (INTERIOR BUILDOUT) (FIRE) (A)ZONE CONTR, ADDRESS Q' PHONE # LOCATION OWN E R /IY LIA,aa-tzr ADDRESS�U� PHONE # PLUMBING CONTRACTOR A6 91 ADDRESS PHONE # //JJ -)-j (;ELECTRICAL CONTRACTOR ��i • �(' ���C� l J cr / � ADDRESS PHONE # MECHANICAL CONTRACTOR1i,_! 1. t ADDRESS PHONE# MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR PERMIT # JOB COST $� t STATE NO. FEE S 35 -- FEE $ S FEE $ SUBDIVISION: LOT NO. BLOCK: SECTION: a� J SQUARE FEET: MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY FEE $ ENERGY SECT EPI: JJ _('s 0 6 c/'7 0 5CA LE A/411 0' � . "Excellence in Electronic Security" Absolute EFAOW560 Electronic 2400 CARIBBEAN COURT, ORLANDO, FLORIDA 32805 Technology, Inc- TELEPHONE: (407) $88-21.4 * FACSIMILE: (407) 841-0623 DRAWN CHECKED DATE - 30 SCALE J09 N0. SHEET F--1 QF SHEETS r r i • r s • t • DRAWN CHECKED DATE - 30 SCALE J09 N0. SHEET F--1 QF SHEETS 4 HANGER. #I S � �.-t JY f f i , • a T STEEL ANGLEion 4�{q; IfISZKfl �� { •: fl+ F ii�t� iFift { } 3:G k. 11' STEEL P.J. 1'-1' O.C.ALL—THREAD R00 SIZES ROD ! ` j t I 5 � I i fl L •*_ r2a r 74 I- 4 • f r + .. fie. { f }{ w Yf e } _ • 1 C FOR 6. do 8" DIA. PIPE W ROO TO BE USED kiwi 11p a x t s I7 ,i r yl�3 5 , IF 4tr `,!i - � Fi x� 1 r .i4 z l� f f'V CONCRETE FLOOR I �S BUILDING SECTION 3y{ z � Iq t' } CIT ( � — — — — — — — — — .-,.. ter.. I - 1f# 1 � s r5 f - q t S a 9 i• , is T 1 , Ij �{ F JaI y• ty tlf .' I 1 � l M r f t 1 E! f TT I' d� }F 5'�' LI) }s st a � $ Z S y }7� r ! b:I � = A eta: "I R g:l 4�! f i< •r I'I E , rvY xi 5; 1 U uA rI FAD. NOTES I. -CENTER 1-1D5 IN SOFT ITS 13ETWEEN FIGHTS A5 5HO\rgN, rcl -- F 'U" z - I -ro!), w r, P 1 Yet I I1 F1 PR0T_EC T 100 ,PL.\N=_�_. -i L$$X?, ,k Y i HANGER. #I TOF BEAM CLAMP a T STEEL ANGLEion 11' STEEL senH 11' STEEL P.J. 1'-1' O.C.ALL—THREAD R00 SIZES ROD j _jALL-THREAD FOR PIPE TO 4" LENGTHS VARY r2a r 74 W ROD TO 13E USED C FOR 6. do 8" DIA. PIPE W ROO TO BE USED kiwi 11p a x I J�{I RELIABLE F'-1 z HANGER RING CONCRETE FLOOR I BUILDING SECTION KT.S. CIT ( � — — — — — — — — — .-,.. ter.. — — ...... — - -FLOW TESTDATA-- EX15r R15 E rO 6" q S fATIC — �0 P. 5.1. f�X 13 T RF -51 D— q P.5• I. Ij K= S,c.z F -- xi 5; 1 U uA rI FAD. NOTES I. -CENTER 1-1D5 IN SOFT ITS 13ETWEEN FIGHTS A5 5HO\rgN, rcl -- F 'U" z - I -ro!), w r, P 1 Yet I I1 F1 PR0T_EC T 100 ,PL.\N=_�_. -i L$$X?, ,k Y i a T rf r2a r 74 kiwi 11p a x I J�{I RELIABLE F'-1 # # 1 S. 5. P -FLOW TESTDATA-- CfIR�D�M E S fATIC — �0 P. 5.1. f�X 13 RF -51 D— q P.5• I. K= S,c.z F -- FLAW / // G.-PM.R�FI l 5'�' n Y ' ABBREVIATIONS MATERIALS DESIGN CRITERIA HYDRAULICALLY DESIGNED SYSTEM TYPES OF SPRINKLERS DRAWING STATUS I `:r►i "T,1' CENTERLINE LIN G G OOVCD END SI`'ZE LOCATION TYPE SYSTEM NO, LOCATION SYMBOLS QUAD, SIZE T��1P, TYRE FINISH ESC. DATE TYPE RE1lIEt�1=1� — ELEVATION T THREADED END Z" �� {�( ;( (�C�j'Q) . HAZARDD,G,? N0. DF SPRINKLERS zI 0° zi �2 I5�S° S,S.P CNROMC RECSSE SUBMITTAL DRAWING _ _Z TOPP 017 STEEL i"T01't BLACK— (SC.H Q._ _. _. 130 MAKDENSITY Z U _--- _ .._ }IN^W - IN WALL .. _ _ .._SPACING K FACTOR 5 �z DESIGN AREA 15Uv FABRICATION DRAWING ,� h i WT -W W OUTSIDE WALL _ INSIDE HOSE 100 GPM DISCHARGE f 0.9 .l09 INSTALLATION DRAWING I } 7L1B =, OF BEAM OUTSIDE HOSE /SU RESIDUAL PSI AT vj , EI C • CENTETOPP ,_-R TO CENTER RACK GPM AS—BUILT DRAWING raffm! c NO, I DATE REVISION DESCRIPTION I J IPING LEGEND -- -- -f EXIST. PIPING, s---1--� N E W P 1 P I N Gr G E N ER A l N O'F E 5 I• ALL, WOkK SHALL ,BE DONE IN ACCORDP\NC E W/ N,F; PA. 413 AND LOCAL. AUT HOTS Ifi Y. Z MW HF_�D 5?NCINGt SHALL NOT EXCEE-n 130,4 5Q. F7; 5, MAX. HA'NCIER .SPACING,N LL- NCSs' EXCEE NFPA. +r1_34 5Y5. IS C41 -C. BACKT, E I� CTIVE. ?T ATTR,: -P. 5 5Y�. TO E SHUT :DN ONCE A WK, FOR TIE - IN• (CON"rACr SUPER.) 4 f 1 -4- AM C �- FRa.14-:lr w cx.IEsT PAFABM I V E'R`, l_ E V F_ L� ��i�1N�95 @ 5EM1 NOL 0\dlV DY a PROJECT NAME �p - n IN A 1 Fire turns us on r, �AN I.� 1.. i ISI T ❑ Tampa, Florid -- I Q (`� G O N A Y . ® Orlando, Florida (813) 623-2833 Office El Fort Lauderdale, FloridaI ` (407).831-3414 Office (813) 620-0333 Fax (305) 960-0033 Office / (407) 831-5740 Fax ❑ Miami, Florid (306) 960-1650 Fax DRAWN BY: C, 604 E/�MA DATE: ' (305) 888-2 02 Office Jacksonville, Florida (306) 888-3 04 Fax West Palm Beach, Florida , ❑ � . ❑ SPRKS. ON JOE3. zY SCALE: �/" 1'— Q'" .... • (904) 262-6107 Office ❑ Melbourne, Flpnda (407) 585-2244 Office (904) 268-7268 Fax (407) 725-87,94 Office (407) 585-2490 Fax APPROVALS: l_UCAL (407) 255-9408 Fax CUSTOMER PROJECT N0, I FILE NO. CONTRACT NO. 2 72 97' S SHEET NO. �., , of _�/