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------------- ------ <br />IF- <br />-- ------------------- <br />- --- <br />t-* --- 11 ----- ------ *-*,*-",-,,*,"* ---- 11 -------- 11 --------- ------ 1 1-1-1-11-111-1 <br />- - - - - - - - - - - <br />-1 1 ... 1-11-1-111-1-111-1* --- I * <br />- - - - <br />........................................ <br />- - - - <br />* --------- *'*'*'* *** --- -- - ---- - **** --- <br />- - - - - - - - <br />* ------- --- -- -- * ------ **** ------------ <br />- - - - <br />----- ---- I - - - - --- --- - <br />- - - - - - - - <br />- - - - - - <br />i <br />- - - - - - - tj <br />I <br />I I <br />I I I I I I i I I I I I I I I <br />I I I I i I I I <br />I I <br />I I I I I I I I <br />I I f I I I I I <br />U <br />- - <br />- - - - - - - - <br />F14 <br />I <br />I <br />F14 <br />I <br />I <br />F14 <br />L__ <br />_j <br />_j <br />L <br />F30 <br />F30 <br />F50 <br />F30— <br />LL <br />IL - <br />CANTILEVER DECK BEAMS <br />TO MODULAR (TYP. ALL <br />DOORS AT DECK) <br />lb"Ab"Xa" c'MU <br />COL. BLOCK PIER <br />(TYPj <br />L <br />F30 "VF30 <br />F30 <br />F30 <br />—I <br />F <br />1> F14 <br />F14 <br />LZF14 <br />1 <br />t -- — — — — — — — — — <br />— <br />___t <br />— — — — — — — — <br />- - <br />— — — — <br />IPL <br />---— <br />— — — — — — — <br />— <br />I I I <br />I <br />]111 <br />11 1 1 1 1 1 <br />1 1 1 1 1 t I I I I I I I I I <br />I I I 1 1 17-7 <br />1 11 <br />1 <br />1 <br />-777'"' <br />'-7-77-777 <br />1 1 1 <br />1 117-77-7-1 <br />-- - - -- <br />- - - - - - - <br />- - -- <br />- - - - <br />- - -- <br />- <br />- - - <br />- - - -- <br />- - <br />- - - - - - <br />- - - - - <br />FIb <br />Fib F <br />Fib <br />FIb F r <br />17 <br />FIb r <br />17 <br />F16F r <br />P.T.2x10 <br />(3 <br />W <br />x <br />t <br />cV <br />P.T.2xIO <br />-A <br />P.T.2xIO <br />Fib <br />Fib <br />(OF, <br />I <br />FI( <br />F <br />F <br />u <br />LI:J <br />P.T.2xI0 <br />u <br />Ll:-J <br />Ll:-J <br />u <br />Ll:-J <br />Li <br />L <br />P.T. 4x4 POST <br />P.T. 6"x5/ <br />ND. <br />III <br />- <br />(01-011 <br />- <br />f=4RT 14L <br />pouN=4roN Drmc< SRAM INCH PL4N <br />SCALE : 1/4" sm I'-011 <br />GONDITION5 SHOWN ON THESE UNITS ARE TYPICAL FOR ALL <br />7 MODULAR BUILDIN65 TO BE PLACED ON THE SITE <br />FOR EACH MODULAR, PROVIDE ONE PREMANUFACTURED ACCESS 5GUTTLE MIN. 15"x24" <br />FOR EACH MODULAR, PROVIDE GRAY-L SPACE VENTILATION EQUAL TO I 5F FOR <br />EACH 150 5F, OR -7-1/25F TOTAL MINIMUM. VENT5 ARE TO BE PREMANUFACTURED <br />FOUNDATION VENTS WITH CODE APPROVED RODENT RE515TANT SCREENING <br />EQUALLY DISTRIBUTED ON ALL 4 SIDES OF MODULAR. <br />FOOTING SCHED�Lr <br />MRK. <br />DIM. <br />DEPTH <br />REINP. <br />REMARKS. <br />F14 <br />I'-4'xCONT. <br />1011 <br />(2) #5 a BOTT. CONT. <br />Fib <br />I'-b'xIl_bll <br />I <br />1211 <br />(2) #5 EA. WAY a BOTT. <br />F30 <br />31-OlIX31-011 <br />1211 <br />(3) #5 EA. WAY a BOTT. <br />NOTES : <br />I. THE FOUNDATION FOR THE MODULAR BUILDIN65 15 rl>E!5lc7NErl> FOR GRAVITY LOAD ONLY, WITH A <br />TOTAL DEAD LOAD OF 44,000LB FOR EACH BUILDING. BUILDING SUPPLIER MUST PROVIDE <br />GROUND ANCHORS DESIGNED TO RE515T ALL THE EFFECTS OF WIND AND THE STABILITY REGUIREMENT5. <br />PROVIDE 516NED AND SEALED DRAWINGS AND C.ORRE5PONDINC7 GALGULATION5 TO ARCHITECT AND CITY <br />OF ZEPHYRHILL5 BUILDING DEPT. <br />CONT. PRE -FIN. MTL FLASHING. <br />CONT. MA5TIG SEAL <br />BEAM BY <br />MODULAR <br />SUPPLIER <br />lbxlb PILA5TER <br />SEE DET. 2/52 <br />� S2 SCALE : 3/4" cc I'-011 <br />H <br />4"xIb11"xa11 MU SPLIT <br />FACE VE ER 0 <br />PERIMETEEi (TYP) <br />O <br />P.T. 4x4 POST <br />P.T. 2xb RAIL CONT. <br />BEVEL EDGES <br />CLEAR ANOD. ALUM. <br />HANDRAIL -I 1/2"DI A. <br />P.T. 2x2 BALLU5TER55— <br />@ 4" O.G. MAX -BEVEL <br />EDGES <br />P.T. 2x6 RAIL GONT. <br />BEVEL EDGES <br />5/4"xb" P.T. 01D. DECK <br />LAID WITH 3/5" MAX. JOINT <br />(2) 2xI0 13M. (1) 2xI0 EA. SIDE <br />OF P05T ---\ <br />P.T. 2xI0 FLOOR FRAMING <br />WITH 5IMP50N X5210 HAN&ER5 <br />(2) 3/4" THRUI BOLT <br />5IMP5ON ABA44 <br />- - � --A - ply -1 -1 <br />121-511 <br />441-011 <br />OUT/OUT OF BUILDING <br />141-811 <br />121-811 <br />I Ul <br />21-511 <br />- — - — — - - — ----------- - <br />---------- *­ ------------------------------------------------------------------------------------ <br />-- - ---------------------------------------------- * ------------------------------------------------- <br />*,-*,*,**'***'*** -- ---- ------- <br />--- -- - ---- <br />-- * * - --------- <br />- <br />IL <br />0 w <br />U- <br />0 <br />Lu Lu <br />Lu 0 <br />0 D <br />8 <br />ti- <br />U<- <br />- - - <br />- - - - - - - - <br />- - - <br />- - - - - - - <br />- - - - - - - - <br />- - - - - - - - - - - - <br />- - - <br />- - - <br />- - - <br />- <br />- - - - - - - <br />F14 <br />- - <br />- - - - <br />- - - - - - <br />F14 <br />I <br />- - - - - <br />I <br />- - <br />- - - <br />- <br />F14 <br />L__ <br />_j <br />L <br />F30 <br />F30 <br />F30 <br />F50 <br />I <br />I <br />N <br />o <br />- <br />CANTILEVER DECK BEAMS <br />TO MODU AR ALL <br />Ib"xIb"xa" GMU <br />DOOR5 AT <br />DECK) <br />COL. BLOCK PIER <br />(TYP) <br />F30 <br />I <br />F50 <br />F <br />\__ <br />F30 <br />7_7 <br />F14 <br />F14 <br />> <br />F14 <br />I <br />- <br />- - - - — - <br />- - - - <br />- - <br />a <br />uz <br />- - - - <br />-A <br />I I <br />I I 1 1 1 7-7 f I 1 1 Lj <br />I 17-7-77 1 _lL.Lf <br />- - --- <br />- - - <br />- -- <br />- - - - - - <br />- <br />- <br />- <br />L - - - - -- <br />- <br />- - - - - - -- <br />- <br />- - - - - <br />- <br />- - - - - - <br />- - - <br />-- <br />- <br />Fib <br />F 1 (60 <br />FI& F rl--] <br />Fib [ r17 <br />Fib r-. <br />I <br />FI& <br />F-Fl <br />LU <br />L <br />_J <br />P.T.2xI0 E <br />P.T.2xIO <br />q w p <br />d) <br />..x <br />Fib <br />FIb. <br />Flit b: F <br />F <br />Fib F <br />I <br />Fib <br />E: <br />u <br />Ll:-J <br />_j rl <br />u <br />Ll:-J <br />u <br />P.T.2xIO LIIJ <br />El I <br />I <br />P.T. 4x4 F105TJI <br />P.T. 6"x514" ND. <br />DECKIN6 (TYP-) <br />PL b"xI'-2"xI/2" WW PERPENDICULAR <br />ELEV. -7b.5' TO BEAM H/(2)1/2"d AB. K/3' <br />FIN. FLOOR BEND-Y�LDED TO PLATE ---\ <br />R <br />16"Ab" GROUTED <br />PILASTER ki/ (4) #5 5EGTION <br />4 (4) #4 VERT. <br />4 (3) #3 TIE5 <br />.96 <br />r __� DET104111. 2 <br />82 SCALE: 3/411 <br />*4 a <br />(Typ� <br />#5 (TYaPJ <br />#5 a CORNER <br />(lyp) <br />bw <br />10 <br />MET <br />bm <br />CL <br />04-28-2011 <br />R <br />C! <br />0 <br />0 <br />0 <br />ur <br />77 <br />(j <br />Cie <br />0 <br />cd <br />L2 �m. <br />cd <br />� Q V <br />0 ob <br />'d <br />tow <br />45 <br />5- ol <br />u I Ij <br />AV3 <br />Ln y; <br />< <br />1 <br />06-06-2011 <br />2 <br />3 <br />41 <br />SHEET <br />S-2 <br />of 2 <br />I <br />