Laserfiche WebLink
e--- 4 <br />CD <br />z <br />Q <br />z <br />M <br />F- <br />1 <br />z <br />z <br />W <br />v <br />y„ <br />— — <br />\�-----__._--- — <br />Ot SETB <br />f rn 1 <br />LAND CAPE <br />0' B JFFER <br />�I <br />L�� <br />� I <br />2� <br />f/ <br />/ <br />130'-8' <br />8 8 <br />S-2 TOP OF STEEL S-2 <br />�EL. 12'-9 1/2' <br />� <br />IIII I <br />C <br />� <br />i <br />r <br />r <br />I <br />SNSO <br />1ri'� <br />6 <br />X36' R <br />❑F <br />O <br />U <br />B FOR <br />FUTURE <br />X14. <br />FAN <br />VERIFY <br />/ <br />MFa) <br />II II <br />-_ <br />6 <br />X36' RIJOF <br />B FOR <br />FUTURE <br />L� <br />II ll <br />__ <br />_._ <br />_ <br />V <br />PLY F <br />RIFY <br />N <br />/ MFG.) <br />- - - <br />-- <br />�, rp•,,� <br />�•' <br />ROOF CURBd <br />R013F <br />CURB F <br />R <br />`r✓ <br />FUTURE <br />RT 'S <br />FUTU <br />(APPR <br />E RT' <br />X. 3 1 <br />X <br />6'-6'-(APPR <br />6 -6 <br />4' 2' <br />YP, ) <br />X <br />5'-7' <br />TYP. ) <br />N <br />N <br />4'-0' <br />3 <br />3-2>( <br />- <br />z-� <br />6 TOP OF STEEL I� `✓ <br />6 <br />5-2 <br />130'-8" <br />I..DLo,� Q�.o.Qti f <br />y~ R,SLI <br />,Li VALV/1 0/4 <br />I L <br />118,25' I <br />I------------------ <br />I-,--1------- <br />I I I I I <br />I I I I I <br />RETENTION <br />J <br />I I <br />II I <br />L----...__ <br />/ <br />10 <br />SP, C <br />0 <br />a <br />5 <br />I cu <br />1 I II <br />f T <br />P, @ '�7' II 112' 5' 12, <br />N <br />II I <br />--J <br />ol <br />G <br />� 5ac <br />/ b <br />c� <br />;�� <br />Q1 ...�_. �..�.. ..... <br />J� <br />`2 6�01Lk t� i:SPoEJSi? U�21 � i,� <br />1.1;�1� S i l l L► 5 00 t <br />2 2- Z't ir- D C <br />VALVL" PR�J�ti.1a4 <br />—111(7 � <br />uUw-, <br />ul� <br />GENERAL NOTES: <br />LAYOUT BASED ON NFPA 13 ORDINARY HAZARD <br />GROUP2 .1.30 Sq Ft Max spacing. <br />.20 / 1500.sq ft reduced to 935 sq ft using quick response heads. <br />BUILDING A EQUALS 6795 Sq Ft <br />FIRE SPRINKLER SYSTEM To BE MONITORED. <br />MAX STORAGE HEIGHT NOT TO EXCEED 12'-0" PER <br />OWNER. <br />HANGERS TO BE STEEL TOP BEAM CLAMPS, ALL <br />THREAD ROD, AND HANGERS RING. SEE DETAIL. <br />UNDERGROUND PIPE TO BE DR-1.4 CLASS 200 PVC WITH <br />MECHANICLA JOINT FITTINGS RESTRAINED PER <br />NFPA24. <br />UNDERGROUND PIPE SHALL HAVE A MINIMUM OF 36" <br />BURY. <br />ABOVE GROUND PIPE TO BE BLACK STEEL SCH 10 BOTH <br />WELDED AND GROOVED. <br />THIS IS A SHELL SYSTEM. TENANT FINISH OUT TO BE <br />PERFORMED UNDER SEPARATE PERMIT. <br />FIRE FLOW TEST BY ZEPFIYRHILLS FIRE DEPARTMENT. <br />STATIC 52 <br />REIDUAL 40 <br />FLOWING 1087 GPM <br />6-1.1-2007 <br />HYDRANT # 8121. <br />J) o <br />Cw <br />CL <br />1 20' 24' L 20, 5' 20' 24' 1 20' 20, 24' ti 1 20' 1 <br />6 8 N 4 <br />n <br />6 all6 D 7 7 7 <br />mi <br />(4.— r__ <br />BUILDING B <br />6 <br />v 5,850 S.F. <br />, n u <br />6 SP, 91=5413, <br />/ L_____________________✓____ N <br />i L <br />9'=90' 10' 10 SP, L 9'=90'� — 10, 10 SP, 9'=90' 2( <br />i <br />10 10 <br />N 10 <br />r ema�n a�,m �aeev mm®am — NORM" a mmo � esm .e,. arm® m�sem e�rmir � 58' <br />S 89059129' W 548,56' <br />EDC Engineering, Inc. _ <br />1020 E. Jefferson St. <br />Brooksville, FL 34601-3428 YYK••JJJ <br />Phone: 352-797-0799 <br />Toil Free: 877-797-0799 <br />Fax:352-797-0975 ;rrrleS/1jy Ittum, P.E.Email: edc@edceng.corn <br />rL LIcers(--' No. 276RO <br />DUMPSTERS IN <br />6' ENCLOSURE N 89058'47' E 347,57' <br />W/ GATES (SEE <br />DET, 2/A-1) <br />D <br />�] ' L`e2fN-1J— <br />U_ <br />M <br />y, <br />Cn <br />Cn <br />LO <br />V♦ <br />Cq <br />Cq <br />L <br />r <br />c3 <br />'V <br />d <br />Q <br />fJ <br />s <br />J <br />Revisions: <br />Project Number <br />20c-)1-1 <br />Date <br />Co-12.0`� <br />Sheet Number <br />T-S - L <br />