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<br /> <br />f.<' <br /> <br /> <br /> <br />.-,4 <br />::;) c. <br />."-) . <br />c: <br />; , !i <br /> <br />. <br />~ <br /> <br />2'-0" <br /> <br />VARiES FROM 8'-0. TO 50'-0" <br />JOISTS SPACED f} 2'-0" ON CENTER <br />JOISTS SPACED (J "-4" ON CENTER <br /> <br />USE /. ROWS CF (3)-2x6 BEAMS <br />Fa? 14.'-0" atDE' BUIlDINGS. <br /> <br />I x 3 BRIDGING <br /> <br />I x 3 BR10GNG <br /> <br /> <br />2'-0" <br /> <br />," x /0" AlPINE PLATf (N.S. - F.s.) <br />(rrP. t) EA CH BEN r) <br /> <br />- <br /> <br />.. <br /> <br />"-4" <br /> <br />"-'.4" <br /> <br />2 x /. caLAR STRUT t) <br />EACH BENT <br /> <br />2 x 6 HEADER <br /> <br /> <br />WINDOW CffNING <br /> <br />- ' <br />f.I) ~~ <br />~ ~,I <br />Q:; C) "') <br />~ e: ~ <br /> <br />USE 13)-2x6 BEAMS Fa? BLOCS. <br />8'-0~' 10'-0" <i 12'-0. 11IA T <br />EXCEED 2/0'-0" IN LENGTH (rrP.) <br /> <br /> <br />2 - 2 x <br /> <br />, <br />~ <br />" USE (2) TOE NAILS (MIN.) <br />~ '"" <br />e ~ /0" ALUMINWJ LAP SO/NG ROCF <br />. '- 2 x I- BENT (rrP.) <br />~ , ~ NorCH TCP CF BEAM - <br />,I C) TO ALLOW JaST TO PASS <br />C() ,I ~ <br />~ '" 11IRU - SEE "9DE ElEV. <br /> <0 W;tJOO'? <i WINDOWS" <br />~ )c <br />t3 <'-4 <br />Q: 1 x 4 BRIDGING <br />~ <br /> 3//0" PI.}'WOW Fl ()(,fi <br /> <br />ALUMINUM TRIM <br /> <br />2-2x <br /> <br /> <br />2 x 4 BOr. PLATf (rrP. <br />AU AROUND) <br /> <br /> <br />2 x 4 BENT (TYP. - SEE <br />SDE WAU El.EVS.) <br /> <br />atNDOW (PENING <br /> <br />. . <br />f.I) co <.0 <br />~ I <br />Q:; ~;.., <br />~ !):: () <br />L>:K <br /> <br />2 x ./. BOr. Pf..A Tf <br /> <br />2"x8" TRULOX PLA Tf <br />(TYP. fJ EAOf BENT) <br /> <br />2 x 6 HEADER <br /> <br />6" <br /> <br />-l <br /> <br />FLOOR FRAMING PLAN <br />SCALE: 1/2"=1'-0" <br /> <br />6" -ll-- <br /> <br />2 x 4 caLAR STRUT <br />x J'-7" t. () EAOf BENT <br /> <br />,. x /0" ALPINE <br />Pl.A TE. (N. S. - F. S.) <br /> <br />3/./." Pi. YW<XV F7..fX1? <br /> <br /> <br />- <br /> <br /> <br />TYP. ROOF SlCPf <br /> <br />1 x 3 BROG. fJ MID,- <br />PAN (fYP. Fa? BLOCS. <br />10' x 16' ~ LARGER) <br /> <br />2 x 6 HEADER <br /> <br />t3 <br />Q: <br />~ <br /> <br />1 x J BRfOGNG <br /> <br />... <br />)c <br /><'-4 <br />2 x 4 DOOR HEADER <br /> <br />2-2x4 DO(R HEADER <br /> <br />_ -f EAVE tv. P. <br /> <br />J'-6" ALUMINUM <br />DOOR W/ LOO< <br /> <br />2 x ./. HDR. <br /> <br />2x4. <br /> <br />2x4 <br /> <br />2x/. <br /> <br />USE 2-2 x 4 BENTS @ <br />BO TH ENDS OF BLOGS. <br />16'-0. LONG &- LARGER <br /> <br />2 x 1 WINO BRA CE <br />TYP. fJ 4 carNERS <br />(14'-0" f'JDE BLDG. <br />ewL Y) <br /> <br /> <br />2x4 <br /> <br />. <br /> <br /> <br />.6" <br /> <br />J'-6" <br />(DOOR OPNG.) <br /> <br />'"" <br />~ <br />'- <br /> <br />~ <br /> <br />I <br />'\ / <br />'\ / <br />'\/ <br />/'\ <br />/ \ <br />/ \ <br />2 x -I- SU '- <br /> <br />ALUMINUl.,( Gl.Jrrm (rrP. <br />ABO'Yf: DOORS & WINDOWS) <br /> <br />2 - 2 x 6 BEAM (TYP.) <br /> <br />\ / <br />'\ / <br />'\/ <br />/'\ <br />/ '\ <br />/ '\ <br /> <br />J'-6" <br />(DOOR OPNG.) <br /> <br />. <br /> <br />~ <br /> <br />~ <br />, I <br />~ <br /> <br />. <br /> <br />~ <br /> <br />tw) <br />, I <br /><'-4 <br /> <br />'MNOOW <br />OPNG. <br />(TYP.) <br /> <br />2 x 1 BENT <br /> <br />VARIES w/ DOOR <br />OPNG. &- BLOG. <br />'MOTH <br /> <br />VARIES w/ DOOR <br />OPNG. &' BLOG. <br />WiDTH <br /> <br />---.. <br />(j <br />. ~ <br /><;:) C) <br />,I. <br />ce ~ <br />~ <br /> <br />d: ALUMINUM LAP SO/NG <br /> <br />---.. <br /><j <br />~ & <br /> <br />" <br /> <br />co 8 <br />.~ <br /> <br />... <br />"< <br /><'-4 <br /> <br />- <br />14"') <br />,I <br /><.0 <br /> <br />.,; <br /> <br /> <br />4 <br /> <br />... <br />>< <br /><'-4 <br /> <br /> <br />4 <br /> <br /> <br />. <br />"- <br />.1 <br />"') <br /> <br />1 x -I- BROG.- <br />NOTCH 2 x -I- <br />(rrP. . () €'A. .. <br />Bel T) <br /> <br />... <br />"< <br /><'-4 <br />, <br /><'-4 <br /> <br />... <br />)c <br /><'-4 <br />I <br /><'-4 <br /> <br />'+, :' <br />>< <br />~ <br /> <br /> <br />... ... <br />lo( >< <br />~ <'-4 <br /> <br />. <br />"- <br />, t <br />tw) <br /> <br />. <br />~ <br />1'0-) <br /> <br />2'-0" <br />(YP.) <br /> <br />1'-6"o.C <br />~x.(riP. <br /> <br />2 x ./. BOr. PUTE <br /> <br />. <br /> <br />~ <br /> <br />Cl <br />"- <br /> <br />. <br />~ ~ <br /> <br />~~ 1 rFUWOOD <br /> <br /> <br /> <br />'", T ~, 1/2" DEEP NOTO! IN <br />';S TCP CF 2-2x6 BEAM <br />"-I fJ EAOf Jasr <br /> <br />ISOMETRIC OF BUILDING <br />SCALE: 1/2>>=1'-0>> <br /> <br />2 x 4 BOr. PLATf <br /> <br />PLATE <br /> <br /> <br />2 x -I- BOr. PLATf <br /> <br /> <br />----------------------------- <br /> <br /> <br />2 x 6 HEADER <br /> <br /> <br />J" J <br />- r-- <br /> <br />~ 3/4. Pi. YWOro Fl.OCR <br />2 x 6 vaST 2 - 2 x 6 BfAM (rrp.) =./ <br /> <br />2 - 2 x 6 BEAM (BEYCNO) ~ <br />J//.- PI. YWOCO FtOOR <br /> <br />2"x8- TRULOX PU rc w/( 1-) NAILS <br />TOP ct BOr. ct (4) TOC NAILS t) <br />BOr. CF EA. STUO (TYP. f) EA. <br />BENT & rcp & BOr. CF END <br />WAU STWS) <br />SIDE ELEVA nON wi DOOR & WINDOWS <br /> <br />END ELEVA nON wi DOOR <br />SCALE: 1/2"=1'-0" <br /> <br />DESIGN LOADS <br /> <br />6" F2 x 4 OUTRIGGERS - SEE <br />-l r ISOMETRIC OF BLDG. FOR <br />SPACING. <br /> <br />SCALE: 1/2"=1'-0>> <br /> <br />1. Fl.OO'? U'Yf: LOAD -------- 75 P,SE. (Jasrs () 24-" O.c.) <br />2. FlOCR U'Yf: LOAD ------- 125 P.5.F. (Jasrs fJ '6" O.c.) <br />J. ROCF U'Yf: LOAD -------- 20 P.s.F. <br />I. WINO LOAD (120 MP.H.) --- 26.4-9 P.s.F. <br /> <br />6" -l <br /> <br />- <br /> <br />ft <br /> <br /> - <br />= = ~ <br /> }'1 <br /> , x 3 BRJOGNG ~ ............ <br /> - l):: ~~ <br />- - ~ <br />= '"" - -t EA~ tv. P. <br /> ~ - <br /> '- C1:::: 2 x 4- 2 x 4 <br /> ..... 2x-l- <br /> ~ I <br /> 6"_~ -- ........ <br /> - <br /> ... . ~ <br /> ~ ........ <br /> 2'-0" )c ;:; ........ <br /> .. <'-4 <br /> ! (TYP.) I co tw) <br /> ! ,I , , /' <br /> ~ ~ /' <br /> . /' <br /> l.C) 2x./. 2x./. /' <br /> . 1 x 4.~ ,I <br /> '; ~ <br /> II ... ... <br /> )c )c <br /> <'-4 <'-4 <br /> / '-- SEE "SIDE E(.EV. w/DOCJ? ~ . , <br /> ~ atNDOWS"FCRINF~ "- "- SEE <br /> ,I ,I <br /> NOT SHOWN "') foo) w/ <br /> NOT <br /> f . <br /> 2 x 4- BOr. PLATE .. r /PL YWOOD <br /> _______~________---~----------------------~----------- II <br />" ./ tt1 <br /> <br /> <br />WIND CODES <br /> <br />... <br />lo( <br /><'-4 <br /> <br />l1IESE BUILO/NGS MEET mE 'MND REQUlREMENrS CF 11IE <br />1994 STANDARO BUILDING CCOE af11l 1996 f?E1ASCNS AND <br />11IE ASCE SrANOARD AN9/ASCE 1-93. <br /> <br />2x-l- <br /> <br />2x-l- <br /> <br />t_6" <br /> <br />GENERAL NO TES <br /> <br />3'-6" ./ <br />.L- <br />/' WlNDO'lt <br />/' <br />......../' <br />/'........ <br />'" <br />........ <br />........ <br />2x4 '" 2x-l- <br /> <br /> <br />NG. <br /> <br />1. Fl.OCR JaSTS AND BEAMS SHALL BE NO. 2 SOUT1fERN PINE (P. r.) <br />2. Pi. YWOaJ Fl.OCR SHAU BE J/4." 11IICK SOUl1lERN PINE, 5 Pi. Y, EXTER/CR <br />C1?ADE, TewCUE AND G?OO'Yf: ("STVRO-I-fl..f.XR"). <br />J. 2 x -I- WAU AND ROCF FRAMING SHAU BE NO.2 SOUl1lERN PINE. <br />4. ROCF AND WALL SaNG 91ALL BE 1/2" CCRRUGA rm ALUMINUM m TN A <br />2.6" PlrOf a? A 4" LAP SO/NG al11I A 3/8" STEP. BOTH SHALL BE <br />MANUFACTURED FROM 0.019" 11110< SHEET ALUMINUM J003 H-14 ALLOY <br />5. 11IREAOEO FASTENERS FCR ALUMINUM RO(F AND SOING SHALL BE /8 <br />MA01INE SCRE1tS INSTALLED ACCCRDING ro SO/NG MANUFACl1JRERS <br />SPEClnCA news. <br />6. ALL UNl1IREAOEO woa) FASTCNERS ARE BOX NAILS af11l A 0.131" <br />DIAMETER BY 3 1/4" Lewe. UNLESS NOrED 0l1lERWlSE. <br />1. ALL caO-Fa?MED STRUCl1JRAL STffi cewNEcnew PLA TES SHALL BE <br />20 GAGe (GAUl.) AlPINE AND/a? TRULOX PLATES MANUFACl1JRED BY <br />AlPINE [}IGNEEREO PROOUCrs, INe. CCJo.IFOOJING TO ASTM A44-6-87 <br />C1?ADE A a? BETTER SPEonCAnCN. <br />8. UN11IREAOEO FASTENERS Fa? l1Ie TRULOX ccwNEcnew PLATES SHALL BE 0.'205.~ <br />(11 Go.) x 1 J/8" SPIRAL SHANK TRUSS NAILS. <br />9. AS AN cpnCN, (J) /12 l1IHN saJO CWPfR mRES RUN IN 1/2" CCWDUlr <br />(PERA TfS ewE INCANOESCCN r UGI T af 111 A SiNGlE paE WALL sm r01. <br />10. ARO INSTALLED ITEMS SU8..ECT TO LOCAL APPROVAL: <br />A. nEOOWN CF UNIT TO 9 TE. <br />8. ELECTRICAL CCWNEcn(j{ FROIJ POt'tfR SOURCE TO UNIT. <br /> <br />2 x -I- <br /> <br />... <br />>< <br /><'-4 <br /> <br />... <br />>< <br /><'-4 <br /> <br />... <br />)c <br /><'-4 <br /> <br />"[}IO UEV. <br />()O(J?" Fa? INFO. <br />SHOWN <br /> <br />- <br /> <br /> <br />SIDE ELEVA nON w 10 DQOR & WINDOWS <br /> <br />SCALE; 1/2"=="-0" <br /> <br />. [ND ELEVA TION wi WINDOW <br />. SCALE: 1/2"=1'-0. <br /> <br />.. <br /> <br />f' . <br />O"l <br />O"l <br />-orl <br /> <br />~ <br />C\J <br />~ ~tNCt ORA~ <br /> <br />en · <br /><0 <br />~ <br />..... <br /> <br />SCAlE 1 2"==1'_0" <br />CAA'ilN BY T. M . <br />Q-lECXro BY W.J.M. <br /> <br />ISs\JE <br /> <br />..~BY' <br /> <br />SY <br /> <br />OA TE MARl< <br /> <br />DArE <br /> <br />RE\1S1OO <br /> <br />QY <br /> <br />DATI <br /> <br />DATE <br /> <br />WARK <br /> <br />EA VE STYLE BUILDING <br />TYPICAL PORTABLE SINGLE WIDE <br />SMITHBIL T INDUSTRIES INC. <br />AUBURNDALE FLORIDA <br />94145 $-1 <br /> <br />ISS. <br /> <br />o <br /> <br /> <br /> <br /> <br />CHECKED BY <br /> <br />~l~~~ <br /> <br />.,/1 c; /'11 <br /> <br />PRMCT ~ <br /> <br />MccARTliY ENaNEERINO,' INC. <br />.' "., <br /> <br />M <br /> <br />. . <br /> <br />STR\JC1\I1W. CONSULTANTS u.KEv.NO, fl.ORlOA <br />