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GONDITION5 SHOWN ON THESE UNITS ARE TYPICAL FOR ALL <br />-I MODULAR BUILDIN65 TO BE PLAGED ON THE SITE <br />FOR EACH MODULAR, PROVIDE ONE PREMANUFAGTURED AGGE55 SCUTTLE MIN. 18"x24" <br />FOR EAGH MODULAR, PROVIDE GRAWL SPAGE VENTILATION EQUAL TO 15F FOR <br />EAGH 150 5F, OR 7-1/25F TOTAL MINIMUM. VENTS ARE TO BE PREMANUFACTURED <br />FOUNDATION VENT5 WITH CODE APPROVED RODENT RESISTANT SCREENING <br />EQUALLY DISTRIBUTED ON ALL 4 SIDES OF MODULAR. <br />FOOTING FPCHED�Lrm <br />MRK. <br />DIM, <br />DEPTH <br />REINF. <br />REMARKS. <br />F14 <br />I -4 xGONT. <br />1011(2) <br />#5 @ BOTT. GONT. <br />Fib <br />I -6 xl -6 <br />12 <br />(2) #5 EA. WAY ® BOTT. <br />F30 <br />31-O"x3'-0" <br />12" <br />(3) #5 EA. WAY @ BOTT. <br />NOTES: <br />I. THE FOUNDATION FOR THE MODULAR BUILDIN65 15 DE516NED FOR GRAVITY LOAD ONLY, WITH A <br />TOTAL DEAD LOAD OF 44,000L5 FOR EACH BUILDING. BUILDING SUPPLIER MUST PROVIDE <br />GROUND ANGHORS DESIGNED TO RE51ST ALL THE EFFECTS OF WIND AND THE STABILITY REQUIREMENTS. <br />PROVIDE 516NED AND SEALED DRAWINGS AND GORRE5PONDIN6 GALGULATION5 TO ARGHITEGT AND CITY <br />OF ZEPHYRHILL5 BUILDING DEPT. <br />II 1 1'-711 <br />GONT. PRE -FIN. MTL FLA5HINCG. <br />GONT. MA5TIG SEAL <br />BEAM BY ' <br />MODULAR <br />SUPPLIER O <br />Ibxib PILASTER <br />2 SEE DET. 2/5r.. <br />FOR REINF r <br />GRADE <br />tt <br />S2 SCALE : 3/4" : 1' - C" <br />O <br />I- --I r -1 <br />P.T. 4x4 POST <br />P.T. 2x6 RAIL GONT. <br />BEVEL EDGES <br />CLEAR ANOD. ALUM. <br />HANDRAIL -I 1/2"DIA. - <br />P.T. 2x2 BALLU5TER5- <br />® 4" O.G. MAX. -BEVEL <br />ED6E5 <br />P.T. 2x6 RAIL GONT. - <br />BEVEL EDGES <br />5/4"xb" P.T. ND. DEGK <br />LAID WITH 3/8" MAX. JOINT <br />(2) 2x10 BM. (1) 2x10 EA. 51DE <br />OF P05T --\ <br />O <br />O <br />N}_ <br />P.T. 2x10 FLOOR FRAMING w U <br />WITH 51MP50N X5210 HANGERS w <br />(2) 3/4" THRU BOLT <br />51MP50N ABA44 <br />ELEV. 75.5' <br />FIN. FLOOR <br />r- -I <br />T}2c�3"PERPENDICULAR <br />BAM YV1"l B y3" <br />BEND -WELDED TO PLATE —, <br />16"Ab" GROUTED r <br />PILA5TER W/ (4) #5 5EGTION �i <br />$ (3) #3 TIES ' ' d <br />O <br />m <br />2 4I <br />S2 SCALB : 3/4" = 11. 0 <br />(3)#3 <br />#5 @ CORNER <br />(TYP) <br />` <br />.0 <br />MET <br />a <br />11-P1Z <br />'= <br />V <br />MDJ <br />.0 <br />04-28-2011 <br />C <br />�,o <br />C <br />m <br />g <br />K <br />0 <br />= <br />v <br />m <br />� <br />� <br />o <br />t <br />v <br />c <br />O <br />y <br />r� <br />8-1 <br />u <br />L <br />0 <br />Vf <br />� <br />C <br />- w <br />v, <br />C <br />t�S <br />cd <br />Q <br />3 <br />0o <br />W <br />0 <br />ce <br />C <br />� <br />CD <br />coC <br />C <br />V <br />� <br />AVM <br />V <br />Q' <br />M <br />V � <br />C� <br />y <br />V <br />.0 <br />V <br />v'd <br />O <br />h <br />.0 <br />anal <br />Cal <br />� 3 <br />1 <br />06-06-2011 <br />2 <br />3 <br />4 <br />SHEET <br />S-2 <br />OF 2 <br />