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221 Towne Center Blvd - 96-000545 (1996) (HOME PLACE) (A)F.LL ZONE -' DATE CONTRACT( ADDRESS PHONE # LOCATION OWNER ADDRESS PHONE # PLUMBING CONTRACTOR PI rn ADDRESS PHONE # K.3-tLECTRICAL CONTRACTOR I))� ADDRESS _l V L-7: PHONE # MECHANICAL CONTRACTOR (o du ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. PQac-,X- PERMIT # q (Q J t� JOB COST $i d© FEE $ STATE NO.(�-CC- 0 l Qq FEE $ FEE$/(0() FEE S��y FEE SUBDIVISION: LOT NO. BLOCK: SECTION: SQUARE FEET: .000 MODEL: OCCUPANCY CLASS: _ ENERGYS CT. _ � ��/sem SOIL TEST REQUIREMENTS () �n -y'� % /(pf G FINISHED FLOOR ELEVATION REQUIREMENTS () CERTIFICATE OF OCCUPANCY ISSUED # ARCHITECTURAL APPROVAL DATE: FINAL DATE -� DATE: EPI: I r u1 a, 0 cri C', U Q c 0 L LLJ v w CD T t `t SEE DETAIL 'A' THIS SHEET 35'-1 1/4' 45' -ID' 45' -ID' 45' -ID' 45' -ID' 33'-4 3/4' 2-1!1X2- X4'SIAh'iE°vl= CONNECTION aY 9cFb. �6'EiAG1CFLCUI - i I ; 4'11 EIQ CHECK YALYE� t tJ P1QEY5NTHR ;+ IIJSPECTORS TEST bX4X6FLCs TEH� (SEE TYP. 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( +--3!•3 - .__ ".. ,- ':- ✓, .(l0r It€t ,> .AR-tEl�si'I''tf1 ) <! 0`c`v1 ' O56 N rn21 -AWP1 , i,0 z I i 1 ` 1 1Ett2 t ,I#1Ii1 � q'i•�w 7- °-0 9I2 1412 t: L-012 �12121 . 1012 I 11 10-0 10-0 9- 6 10-0 to- &-6 13401 6 1ILl12) t121{i(t2 V\E '= ` - F4 94 1871Ot --._- j . ... . 1 z 47!s , 1 - -9 6 0 1z 1 112 ) 0 10 t 2 I 112 1 69 9-10tz f ®Q 2l 1 3 t2') -c tc LUI_XI' I i' } .. --._-_n..—__. - + ,:.tom ,_ iz- � ...... ._.... .... ............_.......,...... ............. ................. ._..........__ . .awl �?urt�xx-�1 .......... _...._.._.............__.._.__......_....._._..D��i���L.._._.._................_............ _ .,.. ..,....cT'-r.-.........._.,...-. `-ttW�f�.. o _ a ¢ i £ INKLER HEAP MASKING REMOTE AREA N0. 2 CRITERIA NUMBER OF SPRINKLERS FLOMNC 1 19 HEADS DESIGN DENSITY 1 .20 GPM/SF DESIGN AREA OF DISCHARGE 1 1500 S.F. WATER FLOW RATE 548 CPM RESIDUAL PRESSURE AT BASE OF RISER 1 54.7 PSI 16 I6 6; I6 4, # ,(512') 512°) (;r•3/4) . : 114 - I 1 9 t41 x- •r 9-S01z;3- 7-1017 ii••10>2 i # i - _...,.._.-. TO BE BY SOUTHEAST FIRE SPRINKLERS INC. -_{ £ - I DUF'ING iNSTALLATION. FM -42-4 E-1711 2`s•' REMOVAL OF SPRINKLER HEAD MASKING I TO BE PEieFORMED BY PAINTING CONTRACTOR ! ! i f GIFT REC•21STR'( cH.a'm' FIELD NOTE: S YM DESIGN CRITERIA I BY By 57 Upright Brae* 165 11.40 3/4' 0.64 ELO-231 NONE Q 40 PENDENT CHROME 165 5.60 1/2' 1/2 CENTRAL H RECESSED 0 337 UPRIGHT BRASS 165 5.80 1/2' 1/2 CENTRAL A NONE ® 32 UPRIGHT'' BRASS ,, 185 3.80 1/2' 1/2 CENTRAL A NONE 466 TOTAL P N0. I DATE IBV STEEL I BEAM , -- ' I^+ c s s'� • T�1 LNIVERSAL BEAM CLAMP (lII 3/8'ALL THREAD RCO l i{ - •I' ••--- — ADJUSTiBLE HANGER RING V) W Z r) z = Q V z L In 0 cr_ Iz z V) Q N N 0 0 METAL JOISTS TYPICAL TOP BEAM HANGER DETAIL � 3/8" SAMMY SCREW FROM SYSTEM i' AGF. IODEL NO.1011 - TEST AN DRAIN VALVE W/PRESS. RELIEF VALVE PSIGHT C N M O O 1 1 3/8 -ALL THREAD ROD 1 ADJUSTiBLE HANGER RING TYPICAL METAL JOIST AND TRUSS HANGER DETAIL SMOOTH BORE CORROSION RESISTANT OUTLET GIViNG FLOW EauIYALI=Nr TO oNE sYSTEi” SPRINKLER (1448 SYSTEM TEST CONNECTION N T,S. GENERAL NOTES 1) INSTALLATION IN ACCORDANCE WITH NFPA 13,:231C, (1394 EDITION),5TANDARD FIRE CODES LOCAL AND STATE AUTHORITIES ; 2) ALL i"IATERiALS TO BE t -1.L! 18TE!�.- 3) SPRINKLER MAINS 2 I/2' AND LAF,'r,Er?. -CO BE BLACK STEEL SCHEDULE 10 ASTM AI35 JOINED BY ROLLED (_-zR004'ED METHOD, USING GROOVED FITTINGS 4 COUPLINGS 4) BRANCH LINE PiPING 2' AND SMALLER TO BE: ALLIED XL-AI35 STEEL PIPE WITH THREADED OUTLET FITTINGSi. 5) Q INDICATES HYDRAULIC-, REFERENCE POIINT5. (0) AFF .SPRINKLER PiPING (_ENT -ER LINE ELEVATION ABOVE FL OOr2 1) HANGERS TO BE SIZED AND SPACED IN ACCORDANCE WiTH NFPA-13,5ECTION 2-6,1994 EDITION S) UNDERGROUND PIPE TO BE PRESSURE CLA&6 350 DUCTILE IRON, ANSi A21.51 WITH TYTON JOINTS UNDER BUILDIING TO 5'0'OUT 9) CHANGES IN DIRECTION OF UNDER GROUND PIPE TO BE MADE BY USE OF MECHANICAL JOINT FITTINGS. 10) THRUST RESTRAINTS TO BE PROVIDED ,v .ALL TUNS AND ENDS OF UNDERGROUND MAINS PER NFPA-24(1994 EDITION) 11) FLUSHING AND TESTING OF UNDE9GROUND PIIPING TO BE PERFORMED AS PER NFPA-24 12) UNDERGROUND PIPING TO HAVE A MINIMUM ,OF 30' BURY DEPTH. 13) UNDERGROUND PIPING TO BE RODDED WHERE UNDER FOOTINGS AND ALL VERTICAL RISERS. GVGTCM nir•11 SECTION B -B 'OTTER ELECTNO.YSR-T PE WATER FLOW OR 4'CENTRAL BUTTERFLY �L.YE N013FV W/BUILT IN iNPER 5WITCH(TYP.) oX4X6 FLC•s'D TEE .2-I/2x2-I/2 x 4' CI N ELKHARTO.ICAST BRASS NI 11 GONNECTIOi ,1 Ey6;. re) 4 TO 5YSTEi 1 3 t 1fl I ' DIA.POTTER ELECT. 12:2 VOLT '• Q Q AC. PB SERIES ELECTRIC TTE L �TNO.Ya -T ALARM BELL REE R 'I • ETYPE WATER FLOW W S(I STALLED BY PLEC .CONTRACTO ) , C I ff ,H IS VALVE TO 1= U EXTERIOR WALL ` B TILT WALL PANED; A� SYSTEi"1 CONTRO i POINT O; • CONNECTrION £ BY S E F.S- 3IX NJ ro'DGDA A5SEMBLY WITH REDUCi=R 6' FLG. 054Y GATE VALY]=S 2-1/2x2- 2' NIBCO NO.T-301nx4'S1AME5E CONNECTION � � AND TAMPER SWITCHES BRONZE THREAD (6' WATTS 109DCDAO5YR1U ANGLE VALVE 1*. �3 C FAR SIDE ) 4'WAFi=R CHECK VALVE � B 6'FL.9,a• ELL ; 1 �oX4XG�FLG.TEE.� .-� ro 2-i/2 x 2 -In x 4, 6'BACKFLOUJ EI.KHART NO.II CAST BRAG PREYENTER SIAMESE CONNECTION — RISER L 17ETAIL A N REvisioNs DESIGN CRITERIA BY By ORD.HAZ GP -2 / 231CLAS5 4 16FT. SEFS OTHERS MAX. COVERAGE 130 SF. / 100 SF. PER HEz D � p� T',�. T i� L ,•�. `.: X CITY( CONNECTION PIPE SIZING HYDRAULIC CALL. X TREENCHING&BACKFILL REMOTE AREA 1500/2000 X CUTrTING PAVEMENT DENSITY 20 GPM / 31 GPM rv- 1-4 F= L—_> 1= L_ X CUTtTiNG CONCRETE INSIDE HOSE 50 GPM / 50 GPM � X PATfCHING PAVEMENT OUTSIDE HOSE 200 GPM/450 CaPMCEE , DRAWNBY DATE 12/13/95 X PATCHING CONCRETE HOSE THREAD N.S.T. NA VALVE HOUSE OR PIT HEADS It TILE NO SYSTEM N0. SCALE X WIRING ' X PAINTING WATER FLOW TEST SOUTHEAST EIRE SPRINKLERS NA AIRt SUPPLY DATE AUTOMATIC FIRE PROTECTION CONTRACT ,STATIC PRESSURE 12 PSI 799 6ENNETT DR., LONGWOGD FL 3271 X HEAD MASKING RE51DUAL PRESSURE 56 PSI PHONE (407) 331-7464 WAFER FLOWING 1300 GPM CONTRACT. NO. SHEET NO.'_1 OF � Y i