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Home My WebLink About206 Towne Center Cir 95-2176 (a) fire sprinklerSUBDIVISION: PERMIT # �%""� LOT NO. BLOCK: SECTION: COST� �\, � �a '�/.� U U SQUARE FEET: FEE o U MODEL: STATE NO. OCCUPANCY CLASS: -� FEE $ q(5 dv FEE $ FEE $, �! INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT. P CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE 01 14- /q� ZONE _ DATE "- CONTRACTOR ADDRESS 1,lC C sc h) nllt.�'t PHONE # & 1 �o-536`00 ci LOCATION A0(Q (W)n 00 rJe- OWNER ADDRESS PHONE # `- � �G,l/0 j'� Gf/�! I v%7 I PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR n 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. BLOCK: SECTION: COST� �\, � �a '�/.� U U SQUARE FEET: FEE o U MODEL: STATE NO. OCCUPANCY CLASS: -� FEE $ q(5 dv FEE $ FEE $, �! INSPECTIONS I TYPE DATE OK REJECT BY FEE $ ENERGY SECT. P CERTIFICATE OF OCCUPANCY ISSUED # DATE: FINAL DATE 71 = FLON TEST - FLD!;r — �5t_.� GFM I - - - FhRE. FROTELT10 PLA-N GHQ0Mff F C44i-ZOr_IE SErtlt-+�rG v Z -PC— Q 0 HANGER S f TF PL DESIGN CRITERIA TOP BEAM CLAMP STM ANME ora+ - TYPES ALL-114READ ROD SIZES' ALL -THREAD ROD LENGTHS VARY FOR PIPE TO 4' 3S' ROD TO BE USED FOR 6' & 8' DIA. PIPE N0. DATE %' ROD TO BE USED BY ° ° P� --_ --- o s -,re t,�,a w oa {j-' 9 HANGER RING (L- CENTERLINE G = GROOVED END SIZE LOCATION TYPE SYSTEM NO. ( LOCATION 3At 3 SYMBOLS DUAN. SIZE TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY T I � �. - �, . �� • v eve � Q . � �/`� M i j Q(n i`l - l A`\��%l�V� r L I ELEVATION T - THREADED END ('-Z Pfd_ f lNCS HAZARD GlK!P. _G TL E, _ NO. OF SPRINKLERS Ia d �l y2 ;556 ssr� C�HZOHE ScMf-R>=G SUBMITTAL DRAWING ❑ Tampa, Flo6da Orlando. Florida {813) 623-2333 Office ❑ Foe: Lauderdale, Florida {467) 831-3414 Office ❑ [s13)) 826-0333 Fax 3a$ QISa-6633 Office ' 4O7 831-5740 Fax � '•B25 dCl0a4 OffGcs �� 9eo-1$sa F� r305� 62S-2234 Fax Joeiceonvilte. Florido wee Palm Beach. Florida ❑ 964 262-6107 Office Melbourne, Florida Q 467 395-2244 Ot`ca )j l:4 288-7'268 Fax (447) 725-5794 lollies �407j 385-2496 Fax ❑ 467 725-8794 Fax ( ) -- TOS - TOP OF STEEL _ '_- - MAI�f'S -- `� K SPACING (30'1 ,MA>C DENSITY ,Z� O �t0 �Z•. fssD FI�U!�E SSP .OV.Q �F��islAN FABRICATION DRAWING __ -DRAWN �f��, F`-•eCa�15:�� l DATE: .1 UZ-� Si (��S IN -IM g INSIDE WALL - K FACTOR 5-x.2 DESIGN AREA - I 1soC ��--- — Sf'RKS. ON JOB: SCALE: ti ., ' ; '� l� _ OiIT-!1t OUTSIDE WALL --- INSIDE i -OSE ZS - GPM DISCI -LARGE .ro`( ..� l i I C7 J ' ) 1. i f _ APPROVALS' L t E T D = Sri i Lf � � f� "/ TOB = TOP OF BEAM ` ` OUTSIDE HOSE ---'- - _._--- __-- RESIDUAL Psi T RES D L S A % L3 _-- .-- --- ---- -- -- S 3 - C-rT r cdNr _ AS -BUILT DRAWING CUSTOM, PROJECT NO. FILE No. ! — 71 = FLON TEST - FLD!;r — �5t_.� GFM I - - - FhRE. FROTELT10 PLA-N GHQ0Mff F C44i-ZOr_IE SErtlt-+�rG v Z -PC— Q 0 HANGER #1. DESIGN CRITERIA TOP BEAM CLAMP STM ANME ora+ - TYPES ALL-114READ ROD SIZES' ALL -THREAD ROD LENGTHS VARY FOR PIPE TO 4' 3S' ROD TO BE USED FOR 6' & 8' DIA. PIPE N0. DATE %' ROD TO BE USED BY ° ° P� --_ --- o s -,re t,�,a w oa {j-' 9 HANGER RING mvff_� 0 56 x -G BUILDING SECTION KT.S- _QF•5I 7N ND TFS i- I MSTALLATIC rN 3 Cote F�Di��1 �J �r PA f3 i OCAL CD)ES FbQ AN Gtr .T- ME�ZCHAkI'T-fL._E OC-�_-vISANC� .__��X•__ ��, SP4Ctf�l�ib z._ sYS- Is cAL—r— -SACK _ _ r D EFF c-� t VE P7-. A g W 3. VIC- GE% -1=I i i 14:l 6 . s CD0PS TJ SE USED, 4- SYS. T� 5F_ S-fV T >11 C)KIC` 14k VV . _ Kms-_ .T►E-N e [ r �Y� 1 "t i SPACE=_ -K4 , -UPPER BEVEL_ S E M I X101 -TOWN- CFN�"E P ABBREVIATIONS - MATERIALS DESIGN CRITERIA � HYDRAULICALLY DESIGNED SYSTEM - TYPES OF SPRINKLERS DRAWING STATUS "KEY �°LAN - N0. DATE REV1S!ON DESCRIPTION BY ° ° P� --_ --- o s -,re t,�,a w oa {j-' 9 PROJECT NAME (L- CENTERLINE G = GROOVED END SIZE LOCATION TYPE SYSTEM NO. ( LOCATION 3At 3 SYMBOLS DUAN. SIZE TEMP. TYPE FINISH ESC. DATE TYPE REVIEWED BY O_.. 8-7_`iS - �c�cASFO___ Fc�._ f ��P� �T _.... _ .-_.--- _ -- -- — N��F. � �/`� M i j Q(n i`l - l A`\��%l�V� r L I ELEVATION T - THREADED END ('-Z Pfd_ f lNCS HAZARD GlK!P. _G TL E, _ NO. OF SPRINKLERS Ia d �l y2 ;556 ssr� C�HZOHE ScMf-R>=G SUBMITTAL DRAWING ❑ Tampa, Flo6da Orlando. Florida {813) 623-2333 Office ❑ Foe: Lauderdale, Florida {467) 831-3414 Office ❑ [s13)) 826-0333 Fax 3a$ QISa-6633 Office ' 4O7 831-5740 Fax � '•B25 dCl0a4 OffGcs �� 9eo-1$sa F� r305� 62S-2234 Fax Joeiceonvilte. Florido wee Palm Beach. Florida ❑ 964 262-6107 Office Melbourne, Florida Q 467 395-2244 Ot`ca )j l:4 288-7'268 Fax (447) 725-5794 lollies �407j 385-2496 Fax ❑ 467 725-8794 Fax ( ) -- TOS - TOP OF STEEL _ '_- - MAI�f'S -- `� K SPACING (30'1 ,MA>C DENSITY ,Z� O �t0 �Z•. fssD FI�U!�E SSP Z -PG i7yEP FABRICATION DRAWING __ -DRAWN �f��, F`-•eCa�15:�� l DATE: .1 UZ-� Si (��S IN -IM g INSIDE WALL - K FACTOR 5-x.2 DESIGN AREA - I 1soC ��--- — Sf'RKS. ON JOB: SCALE: ti ., ' ; '� l� _ OiIT-!1t OUTSIDE WALL --- INSIDE i -OSE ZS - GPM DISCI -LARGE .ro`( ..� l INSTALLATION DRAWING _ APPROVALS' L t E T D = Sri i Lf � � f� "/ TOB = TOP OF BEAM ` ` OUTSIDE HOSE ---'- - _._--- __-- RESIDUAL Psi T RES D L S A % L3 _-- .-- --- ---- -- -- S 3 - C-rT r cdNr _ AS -BUILT DRAWING CUSTOM, PROJECT NO. FILE No. CONTRACT NCI. Z7 Z(oZ' S SHEET N0. __L.__ OF C -C CENTER TO CENTER :LL _ RACK GPM I I