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130'-8' <br />S-2 TOP OF STEEL S-2 <br />EL. 12'-9 1/2' <br />6 X36' R OF <br />U B FOR FUTURE <br />/ �MFG) VERIFY "AWesea R"^ <br />0 <br />Ir � II I .fi' II II N <br />6 X36' R OF II I II II �lyCn�R '��"1�1L. <br />■� _ _ _• -_ B FOR FUTURE- <br />-PCYFN <br />• ROOF CURB F R <br />FUTU E RT ' <br />CAPPR X. 3 1 X <br />o - <br />�t <br />I <br />+ <br />f <br />FAN <br />_ <br />(�- <br />ROOF CURB <br />FO <br />FUTURERT <br />'S <br />(APPRO <br />6'-6' <br />. 4' 2' <br />YP. ) <br />N <br />�v <br />4'-0• <br />a'-o <br />S')iiLl, �o E S/i <br />�P <br />o� to <br />N <br />_—_ °- —� �---__---------__-----_ N r---� <br />I <br />I D <br />BUILDING 'B' . <br />5,850 S.F. <br />(,:;u_ ._ _... _ _ .._. _ _ _ / _ n. . <br />10 SP, @ 9'=90`'` 10 SP. 9'=90' <br />77 <br />o iA c 10 10LAI c 10 <br />;P05 <br />® — �' M <br />cr�o -so pact cams . a rases c»� o rstr� o� c-o � � �a +� r� ® msra � � eeas s <br />I ���P `�s� ;n <br />in ., <br />J I 1 PQQ``�� S 89058,29, W 548.5 ' <br />Kim <br />u <br />a% <br />------------- <br />f 30 SET <br />/ Ln <br />tl! <br />(LANDSCAPE <br />0' BUFFER <br />W I <br />L J- <br />a , <br />o I <br />2 / <br />GENERAL NOTES: <br />LAYOUT BASED ON NFPA 13 ORDINARY HAZARD <br />GROUP2 130 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-14 CLASS 200 PVC WITH <br />MECHANICLA JOINT FITTINGS RESTRAINED PER <br />2,a �Z.� �Z.� t2.� l2rJ 12.0 12-� iz.a �2'0 <br />,�� 12.0 l� 12, J IS) <br />F NFPA24.. <br />6 rOP aF STEEL UNDERGROUND PIPE SHALL HAVE A M OF 36" <br />S-2 EL. 13'-4' S62 <br />BURY. <br />130'-s• 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 ZEPHYRHILLS FIRE DEPARTMENT. <br />l2 ©ItLk �;.sPo�s� uP2t �•'I STATIC 52 <br />cs wFs la:n,d S1ri C l5t�o l REIDUAL 40 EDC Engineering. -Inc. <br />FLOWING 1087 GPM 1020 fAefierson St. <br />',�� let, 2'i y F�c 6-11-2007 Brooksville, FL 34601-3428 <br />CI�%LK S%t.v� w�G1.�cu VALWL Phone:352-797-0799 <br />(j�tiS�1a� HYDRANT # 8121 Toll Free: 877-797-0799 <br />l" Fox: 352-797-0975 <br />CoN�qaty vra;..�:: "I��, �. �,�•a ` Small: edc@edcenq,00m <br />i%PPtN �A G�c R.,�w D2- I `I <br />� LV6 <br />�<< <br />OW <br />..— <br />�J ...'—_ DUMPSTERS IN SEP 2 2��7 - <br />118.25' 6' ENCLOSURE N 89058'47' E 547.57* James B. Whittum, P.E. Lic #27689 <br />• W/ GATES (SEE <br />,... —.— =:_ . — ---.— — _ �_ �._._ .�_ DST. 2/A-1) <br />CD <br />130.67'77tl 0 <br />_------__ D D D D <br />rT-`---------_-� _ ( -.� <br />r 1 1 ' 20' 24' CI <br />20'L 5' 20' 24` 20' 20' 24' ti 20' 1 <br />LO <br />6,795 S.F: 4 <br />RETENTION <br />FUTURE 'CICI'S PIZZA' I 6 'n 6 7 7 7 <br />II i <br />130.67' <br />c=a try CMX= c�:a o <br />1 <br />N I ( 6 <br />@' 7' 1112' 5' 12' 17.5' 6 SP, @ 9'=54' <br />/ r s <br />a ! <br />in 4P. P 9Ia90' .—�� 1---t^ —I to cc o 4v_Qn, I ,n <br />-i J 0, J v _ -- - - <br />U <br />A ' <br />`21c�`1c�.Q-n�•l`l <br />R P,.AEJ R,90% .EJ co6M114 <br />m <br />0 <br />n <br />'3 <br />4 <br />a <br />a <br />N <br />C <br />� <br />%id <br />C <br />% ■ o <br />fib <br />a <br />yyE <br />LL <br />® <br />a <br />U) <br />U) <br />C) <br />o <br />0 <br />N <br />0 <br />N <br />yC <br />U <br />J <br />LL <br />Revisions: <br />1�dt�E� l't2�% �►�IaQA <br />Clsr�r•1 iGn/� f <br />0.. <br />LLJ <br />z <br />w <br />EL <br />0) <br />UJ <br />Ll- <br />Project Number <br />2oc�-) - 2► <br />Date (� <br />Sheet Number <br />+ ',�. _.} ?;. .F.�w.� y <<,�-y � •�� „. #,,fir. ..� '+. � <br />.. '1✓'' .� - �;.. eX {a..J.�:S�`1 a.�i1 ��. tn.+b••.i. .E . . _.r '. d� .,. , ! <br />