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Home My WebLink About751 Central Park Dr 00-2695 (a) Fire System (new warehouse)ZONE DATE ti) /I �,%t-,U _ `-�G�1✓l-�.��i,�-L PERMIT CONTRACTOR ADDRESS" PHONE # ? / :: COST $ LOCATION �� %i�t(�!/`11' FEE $ OWNER ' 'lL I�( ��' 37,720 STATE NO. ADDRESS -?/N /�--�L-c�` ��l-� . Al,'1 i PHONE # l� ?-( PLUMBING CONTRACTOR ► V, - --'�" �``" FEE $40— ADDRESS 40ADDRESS PHONE # ELECTRICAL CONTRACTOR, ,��hn �`� �J� �C� FEE $ ADDRESS PHONE # MECHANICAL CONTRACTOR FEE $ ADDRESS PHONE # SUBDIVISION: LOT NO. BLOCK: SECTION: r SQUARE FEET: �rJ MODEL: OCCUPANCY CLASS: INSPECTIONS TYPE DATE OK REJECT BY MISCELLANEOUS CONTRACTOR FEE $ ENERGY SECT. ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ELEVATION REQUIREMENTS () CERTIFICATE OF OCCUPANCY ARCHITECTURAL APPROVAL DATE: ISSUED # FINAL DATE DATE: EPI: STEL •D�GI� J P��•w GoNtir �� . s i.�p,�w a�sNy YPLCAL __ �g�7 tTzo�Js C�ROd`� LJN X40. x s�� ,4;� D r �� r1 YS TY f' xcat, $LI>:�c�c, S i�.e,, rtorJ b (z) 4' OSaY CAM '"at$ -�- ',� " /t(1 Qj Sig" FDL. A I WITH TAMPERS �I�,iti , l�,caT�S• _ - -- (WIRING BY OTHERS) t rpt CK.Cc'rh i P.? TEE Ti P CCL �Y s [�r� t14►�1i.�- (Z4 �Ki. c ,cu c a� :5 s a C+�c►xE -�>tp` 4' CLASS 3`A 7J:RE :1.lj=� Z FIN. GRADE s•L• 73, LLL c Y.1. W ) 2 4 �- �,.{` , ; To Bul"G , Q 1 , FROM SV • " G rim SS W!/at�1t,l.� S 4�IZl <-1 . —. rr+rtusT BLOCK a. LA BACKFLOW PREVENTER DETAIL x} 24* 4+N. - 17 k LARGER PIPE Air W4 - 17 k 514q -12R P*,?E ' Q s ujua.,u A A-1 LiXxSI'.R3E9 St IE 'v l F a s T� Lo NI tr I•J4iEA YAlSS, (�Iy1t�E A 'A Movzt4 N&T4 WxtH Tst4pefa SWrt,.H D� w S A I a l 12' it 2c 14.4 NOTE 1. ALL UMN2 7.4.4= F2 X VMV 10 Ai+CrSTLQt3ED SGA 2. THESE WLES .Sr" UNWA SaE D9' W °JI CCAS FCR GG 0 SOIL (A-1 rtvw A.-3. wm Sir? NQ .'`'+.Gs'w) a. POOR SCM ,ate AT L`jk*E l rrANJST BArkS (A-4 rel A.-% Vj( Sr -% CAAM v1.6 .40 rE J) It UK - 17 k SUAIIIER PIPE Q ^ ` 6- u Lwu --'.WL¢Sr..no VA SIZE A t DESIGN CRITERIA Frk Ft", sa s c I.s r iS la as DATE REVISION DESCRIPTION BY, FLOW TEST DATA �O LOCATION � 0 v ' SIZE L rAil�tt TYPE STATIC SYSTEM NO. PVe-it,T_ 0 RESIDUAL HAZARD TYPE OF SYSTEM �� FCITLNj . SPACING NO. OF SPRINKLERS • S M,� . _ FLOW t DENSITY f 7.v I L !ev,.L �LJC Sc}14o o v K FACTOR 'nn -:D • N ?.- d �i; ?'p-� BLit wt IQ TIME INSIDE HOSE OUTSIDE HOSE GPM FLnw Q BASK N ) ' q �.%S �:ncrlc�s Cosi IPo*Z LOC. BY , RACK GPM RESIDUAL PSI 2 BASR :D i .. 12,000 � �li�:,u-- 1�iyRt� FIca�15� _ �.4° ,<v -t-- 7i N7 _Nc c, p za ul it rr STEL •D�GI� J P��•w GoNtir �� . s i.�p,�w a�sNy YPLCAL __ �g�7 tTzo�Js C�ROd`� LJN X40. x s�� ,4;� D r �� r1 YS TY f' xcat, $LI>:�c�c, S i�.e,, rtorJ b (z) 4' OSaY CAM '"at$ -�- ',� " /t(1 Qj Sig" FDL. A I WITH TAMPERS �I�,iti , l�,caT�S• _ - -- (WIRING BY OTHERS) t rpt CK.Cc'rh i P.? TEE Ti P CCL �Y s [�r� t14►�1i.�- (Z4 �Ki. c ,cu c a� :5 s a C+�c►xE -�>tp` 4' CLASS 3`A 7J:RE :1.lj=� Z FIN. GRADE s•L• 73, LLL c Y.1. W ) 2 4 �- �,.{` , ; To Bul"G , Q 1 , FROM SV • " G rim SS W!/at�1t,l.� S 4�IZl <-1 . —. rr+rtusT BLOCK a. LA BACKFLOW PREVENTER DETAIL x} 24* 4+N. - 17 k LARGER PIPE Air W4 - 17 k 514q -12R P*,?E ' Q s ujua.,u A A-1 LiXxSI'.R3E9 St IE 'v l F a s T� Lo NI tr I•J4iEA YAlSS, (�Iy1t�E A 'A Movzt4 N&T4 WxtH Tst4pefa SWrt,.H D� w S A I a l 12' it 2c 14.4 NOTE 1. ALL UMN2 7.4.4= F2 X VMV 10 Ai+CrSTLQt3ED SGA 2. THESE WLES .Sr" UNWA SaE D9' W °JI CCAS FCR GG 0 SOIL (A-1 rtvw A.-3. wm Sir? NQ .'`'+.Gs'w) a. POOR SCM ,ate AT L`jk*E l rrANJST BArkS (A-4 rel A.-% Vj( Sr -% CAAM v1.6 .40 rE J) It UK - 17 k SUAIIIER PIPE Q ^ ` 6- u Lwu --'.WL¢Sr..no VA SIZE A t DESIGN CRITERIA Frk Ft", sa s c I.s r iS la as NOTE: KAP ja 9-ATiA= P? 6K V*V= " I.)=rwi3ED SGL 2. THESE Llat.ES U-44 Ab"At = Giam vLouS FGR W)o SOl! ok-1 riYiU Ari &40.40 Git.S.S..S) rrw Ar -6, BLit VA-% amL i"'A joc PEAT) THRUST BLOCKING H.T.S. J , W�; ,, GENERAL NOTES: l� N 1�r�Rf�Rv�u.t� ALL MATERIALS. INSTALLATION, AND TESTING TO BE IN ACCORDANCE ,WITH NEPA #24 AND THE CITY OF. SANFORD. ALL JOINTS TO BE RESTRAINED IN ACCORDANCE W/ NFPA #24 AND THE CITY OF SANFORD, ALL PIPING TO HAVE A 36' MINIMUM DEPTH OF BURY FROM TOP OF PIPE, ALL PIPING TO BE HYDROSTATICALLY TESTED & FLUSHED IN ACCORDANCE W/ NFPA" 024 & THE CITY OF SANFORD. TALL WORK PERFORMED BY DELTA FIRE SPRINKLERS TO BE IN ACCORDANCE W/ THE STANDARD SPECIFICATIONS MANUAL OF THE CITY OF SANFORD INCLUDING THE BACKFLOW PREVENTER, WHICH WILL COMPLY WITH FIGURE 500E OF THE STANDARD SPECIFICATIONS MANUAL OF THE CITY OF SANFORD, � CXts-trNc� �(YoRQNT -Dr L --T,. Fvv SPrj cuKLcrts T L, A A 0 p4ztJ7 Or- GvrJNIE_txoN__-- PYG `n o DR iAr �T�ilCtlio� pA\ OUT G 4�au�r�otrl pHEvu.ITOR L '�- SM � c1Lt<.1i�F-.►•1 SNS L I 4Rr 5�;, 1 �awti� I Sig V) / S ITE LAN P�N _. � �I,(�1' (L,p1 �1;=,�Z, tJ t �YbiCsYV\ �,A\4TG.I_.�iLTCu.wJ T��s'i4S r /► 2� �1��{ts�_�M� utl�ovlc�d1aN .�i.tis t>T I- tcrvlLl.lf G y F, 1 r7.c qT ..T - vr�ln_� �t t d � d r- . i^ �1:.:T4' I"x��-, spcc�l�l.l:[ZS�.NC, ZS Ullr��,l�. Cv►y7¢,�ic.T To t''rzb�r�a�. �._..��txR�r�U�I� ��0��..�e°. -LNC &&zTc 1l��.u� ,� 91, SvsTc m Ruec-g, Lit, 0�tg, &�, �le.0 rz r1azrl 3� �R�,l�1L11 L tt�It.S i�LI.L�_�,NSTI�I_l_t`:t� L1ND�iR 1F—u-TLi(-w, e' o,tj-Tac..T7bP.11cI��rLr.�� Fie'o . N �PyiNl<lli1 PR�TciG"r%at. i-cxL 1�� $J �I.DL�1� �lsl' dl.Z llTy�t.1C�� C SI.r. (DTL %> UPS A,. DELTA FIRE SPRINKLERS INC. III TECH DRIVE SANFORD, FLORIDA 32771 DRAWN BY- Jby DATE, S/Z3roo SPRKS. ONJOBS SCALES �S car UNDERWRITERS: CONTRACT NO. PROJECT NAME SMLTHM�.I.�EE.t�y 3211t Cati1TF.Itliuriy C�tJ4r:PT5 ZNc., Ski C� NTrtaL R��v, tea. SAu�=carte t`._. 32'1 \ CUSTOMER PROJECT NO, SHEET NO. _ OF rrrw... DESIGN CRITERIA HYDRAULIC CALCULATIONS AUTOMATIC SPRINKLER LEGEND NAT£RlALS NO. DATE REVISION DESCRIPTION BY, FLOW TEST DATA LOCATION SYMBOLS WUAN. SIZE TEMP. MAKE MODEL TYPE FINISH ESC. SIZE L rAil�tt TYPE STATIC SYSTEM NO. PVe-it,T_ RESIDUAL HAZARD TYPE OF SYSTEM �� FCITLNj . SPACING NO. OF SPRINKLERS • S M,� . _ FLOW t DENSITY 7.v I L !ev,.L �LJC Sc}14o DATE , K FACTOR DESIGN AREA ?.- d �i; ?'p-� BLit wt IQ TIME INSIDE HOSE OUTSIDE HOSE GPM FLnw Q BASK N ) ' q �.%S �:ncrlc�s Cosi IPo*Z LOC. BY , RACK GPM RESIDUAL PSI 2 BASR .. A,. DELTA FIRE SPRINKLERS INC. III TECH DRIVE SANFORD, FLORIDA 32771 DRAWN BY- Jby DATE, S/Z3roo SPRKS. ONJOBS SCALES �S car UNDERWRITERS: CONTRACT NO. PROJECT NAME SMLTHM�.I.�EE.t�y 3211t Cati1TF.Itliuriy C�tJ4r:PT5 ZNc., Ski C� NTrtaL R��v, tea. SAu�=carte t`._. 32'1 \ CUSTOMER PROJECT NO, SHEET NO. _ OF rrrw... .�,al•ii-U�tU i:UILLriraG Jtr I. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE_, CANCEL, ALTER, OR SET' ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODE", NOR SHALL ISSUANCE OF A PERMIT PREVENT',.;E BUILDING DEPT FROM THEREAFTER REO UIRING A CORRFC- TION OF ERRORS ON THE PLANS. CONSTRUCTION OR OTHER \!IO! )t inr,lc r r. rF c r '•-fc �gy i L�,P as ANFo x, FINAL INSPzuj1�;�ikQUIREU i nn "mph E RINI I # 6C�