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<br />U <br />2: <br />Cl <br /> <br />LO <br />Ol <br />Ol <br />....... <br /> <br />N <br />.... <br /> <br />.... <br />LO <br />r.; <br />.... <br /> <br />LO <br />..... <br /> <br />Ul <br />~ <br />--t <br />(lJ <br />~ <br />r- <br /> <br />.~ <br />I <br />(J) <br />W <br />::C <br />(J) <br />- <br />LO <br />"'f <br />....... <br />"'f <br />Ol <br />- <br />~ <br />c:> <br />~ <br />o <br />2: <br />.... <br />- <br />W <br /> <br />2'-0" <br /> <br />VAR/ES FRCiJ 8'-0~ TO 50'-0" <br />JOiSTS SPACED ~ 2'-0" (jV CENTfR <br /> <br />- <br /> <br /> <br />1 x 3 BRIDGING <br /> <br /> <br />2'-0" <br /> <br />," x 4" ALPINE PLATE (N.S. - F.s.) <br />(rrp. f) EACH BENT) <br /> <br />1'-4" <br /> <br />JOiSTS SPACfD ~ l'-r ON CENTfR <br /> <br />"-4" <br /> <br />2 x 6 HODEl? <br /> <br />~ USE 4 ROWS OF (3)-2x6 BEAMS <br />/ fOR 14'-0" 'MDE BUILDINGS. <br /> <br />.. ... . <br /> <br />2 x 4. COllAR STRUT () <br />EACH BENT <br /> <br />1 )( 3 BRIDGING <br /> <br />, I <br />~ ~~ <br />a: ~~ <br />~ ?Cn <br />t.,::t;;:: <br /> <br />USE (3)-2x6 BEAMS FOR BLOGS. <br />8'-0, 10'-0" & 12'-0" THA T <br />EXCEED 24'-0" IN lENGTH (TYP.) <br /> <br />2 - 2 )( EAM <br /> <br /> <br />WINDOW OPENING <br /> <br />l <br />c;:) <br />.1 USE (2) TOE NAILS (MIN.) <br />~ :--- <br />.... <br />~ ~ 4" AlU!J/NUM LAP SIDING ROU <br />l '- 2 x 4 BENT (TYP.) <br />~ l l:2 NO TCH TOP OF BEAll - <br />.1 ~ TO ALLOW JOIST TO PASS <br />CI::l .1 ~ <br />~ "'- THRU - $[E ~SIDE [LEV. <br /> ~ w/DOOR &- WINDOWS' <br />e: :..: <br />t3 ~~ <br />a: 1 x 4 BRIDGING <br />~ <br /> 3/4" PL YWOOD FLOOR <br /> <br />AW!J/NUM TRIM <br /> <br />2 - 2 )( EAM <br /> <br /> <br />2 x 4 BOT. PLA TE (TYP <br />ALL Ai?O/)ND) <br /> <br />2 x 4. BENT (TYP. - 5EE <br />SIDE WAll [LE'IS.) <br /> <br />MNDOW OPENING <br /> <br />. . <br />l.I) ~ <0 <br />~ I <br />~ ~~ <br />~ fl::: R) <br />~I.:::: <br /> <br />~ <br /> <br />2 x 4. BO T. PL A T[ <br />2"x8" TRULOX PLAT[ <br />(T'rP. () EACH BEN r) <br /> <br />2 x 6 HEADER <br /> <br />'- <br /> <br />6" -l r <br /> <br />FLOOR FRAMING PLAN <br /> <br />SCALE: 1/2"=1 '-O~ <br /> <br />6" --1 <br /> I- <br /> I <br /> t= <br /> t= <br /> I-- <br /> ... <br />~ <br />'),1- <br />.. <br /> <br />VARiES w/ DOOR <br />OPNG. &- BLDG. <br />WIDTH <br /> <br />2)(4 2)(4 <br /> <br />ALUMINUM CUTTER (TYP. <br />A80\if DOORS .t 'MNOOWS) <br />2 - 2 )( 6 BEAM (TrP.) <br /> <br />1" x 4. ALPINE <br />PLA rEo (N.S. - F.S.) <br /> <br />3/4" PL YWOOD FLOOR <br /> <br /> <br />2 x 4. caLAR srRUT <br />x 3'-1" 1:. () EACH BENT <br /> <br />1= <br /> <br />TYP. ROOF SLOPE <br /> <br />1 x J BRDG. ~ .1.110.- <br />SPAN (TYP. FOR BLOG5. <br />10' x 16' & LARGER) <br /> <br />2 x 6 HEADER <br /> <br />V) <br />~ <br />~ <br /> <br />..... <br />:..: <br /><"-4 <br />2 x 4 DOOR HEADER <br /> <br />1 x 3 BRIDGING <br /> <br />- <br /> <br />= <br /> <br />2-2x4 DOOR HEADER <br /> <br />f EA '-'f" W P. <br /> <br />3'-6" ALUMJNUM <br />DOOR w/ LOCK <br /> <br />-"' <br />~ <br />'- <br />'- <br /> <br />~ <br /> <br />~ <br />)( <br /><"-4 <br /> <br />2 x 4 HDR. <br />'\ 1 <br />'\ I <br />'\ 1-- <br />'\1 <br />1'\ <br />I '\ <br />I '\ <br />I 2 )( 4 SILL \ <br /> <br /> <br />USE 2-2 x 4 BENTS @ <br />BOTH ENOS OF BLDGS. <br />16'-0" LONG &- LARGER <br /> <br />2 x 4 'MND BRACE <br />TYP. ~ 4 CORNERS <br />(14'-0. 'MDE BLDG. <br />ONL r) <br /> <br />2 x 4 <br /> <br />2 x 4 <br /> <br />2 x 4 <br /> <br />2 )( 4 <br /> <br />6-_=1 <br /> <br />L6" <br /> <br />'\ / <br />'\ I <br />\ I <br />\j <br />1'\ <br />1 '\ _ 1-~ <br />VI '\\ ~ <br /> <br />1 x 4 BRIDGING <br /> <br />",' " 7 <br /> <br />3'-6" <br />- <br />(DOOR OPNG.) <br /> <br />J'-6- <br />(DOOR OPNG.) <br /> <br />l <br />~ <br />.... <br /> <br />. <br />~ <br />..... <br /> <br />- 'tt1NOOW - <br />OPNG. <br />( TYP.) <br /> <br />.- <br /> <br />2 x 4 BEN T <br /> <br />VARIES N/ DOOR <br />OPN G. &- BLOG. <br />MOTH <br /> <br />IW) <br />. I <br />"4 <br /> <br /><.0 <br />I <br />"4 <br /> <br />....." <br />~ <br />. ~ <br />C) Q <br />I <br />"0 ~ <br />Q <br />~ <br /> <br />-" <br />~ <br />~ ~ <br />. I <br /><0 ~ <br />Q <br />~ <br /> <br />4 - ~LUMINUM LAP SIDING <br /> <br />. <br />'J) <br />I <br /> <br />2 x 4 <br /> <br />2 )( 4 <br /> <br />1 x 4 BRIDGING <br /> <br />1 <br />. I <br />~ <br />.... <br /> <br /><.0 <br /> <br />1 x 4 BRDG.- <br />NOTCH 2 x 4 <br />(TYP. g EA. <br />BEN T) <br /> <br />'t- 't- <br />'>< '>< <br />"4 "4 <br /> <br />- <br /> <br />~ <br />:>< <br />"4 <br /> <br />~ <br />:>< <br /><"-4 <br />I <br /><"-4 <br /> <br />~ <br />'>< <br />C'i <br /> <br />'? <br />:..: <br />~ <br /> <br />, <br /> <br />! 2'-0" i L' .1 <br />i (TW} ! \ ",'~" ~ .., <br />t ~ ~ <br />2 x 4 BOT. PLATE '2 x 4 Bor PLAT[ _= ~ 1 r/PLYtfOOO <br />,--------/---------------------//--/------------------- t~~f <br />2 6 HEADER ~ 2 "x8" TRULOX PLAT[ W/(4J!VAILS / 2 - 2 x 6 BEAM (BEYOND) ~*' J [ .r ~ . <br />)( TOP &- BOT. &- (4) rOE NAILS () " ~ 1 1/2 DEEP NOTCH IN <br />Bor OF fA. Sl1JD (TYP. f) EA. 3/~ PL Y'IfOOD fLOOR J__ _:; rop OF 2-2).6 BEAM <br />BENT &- TOP & BOT. OF END ~ g [ACH JOIST <br />WALL STUDS) <br />SIDE [LEVA T/ON wi DOOR & WINDOWS <br /> <br />. <br />.... <br /> <br />. I <br />"') <br /> <br />. <br /> <br />:; <br /> <br />I <br />1'-6. o.c. <"-4 <br />'lAX. (TYP. <br /> <br />2 x 4 BO T. PLA T[ <br /> <br />2 x 4 BO r. PiA T[ <br /> <br />C) <br /> <br />b <br />t <br /> <br /> <br /> <br />~ 3/4" PL YWOOD FLOOR <br />2 x 6 JO/ST 2 _ 2 )( 6 BEAI.,! (T'rP.) ~ <br /> <br />ISOMETRIC OF BUILDING <br />SCALE: 1/2"=1'-0" <br /> <br />END [LEVA TION wi DOOR <br />SCALE: 1/2"=1'-0. <br /> <br />DESIGN LOADS <br /> <br />6" -l <br /> <br />F2 x 4 OUTRIGGERS - SEE <br />r ISOME TRIC OF BLDG. FOR <br />SPACING. <br /> <br />SCALE: 1/2~=1 '-0. <br /> <br />1. FLOOR U'rf LOAD -------- 75 P.S.F. (JOISTS r) 24" o.c; <br />2. FLOOR LI'rf LOAD ------- 125 P.5.F. (JOISTS () 16" o.C. <br />3. ROOF UYf WAD -------- 20 P.5.F. <br />4. WIND LOAD (120 M.P.H.) --- 26.49 P.s.r. <br /> <br />6" <br />-I <br />I <br />I <br />I <br /> <br />~- <br /> <br />= = <br />= 1 x 3 BRIDGING = <br />~ -"' - <br /> ~ <br /> t'- <br /> '- ,..... <br /> '- <br /> ~ <br /> Qj <br /> i '? <br /> 2'-0" , )( <br /> (TYP.) I C'-I <br /> I <br /> 1 x 4 BRIDGING - <br /> rr <br /> / f- SEE .SIDE [LEV. 1'1/ DOOR l <br /> &- 'MNDOWS" FOR INFO:--- l,....-- ..... <br /> I <br /> NO T SHO ltN .., <br /> 2 )( 4. BO r. PLA TE T/PL <br />-- ---------------------------------------------- <br />'" / <br /> <br /> <br />V) <br />l'J <br />Q: <br />~ <br /> <br />WIND CODES <br /> <br />... <br />'>< <br />"4 <br /> <br />THESE BUILDINGS MEfT THE 'MND REQUIROJEN TS OF THE <br />1994 STANDARD BUILOING COOE AND THE ASCE STANDARD <br />ANSI/ASCE 7-93. <br /> <br />-fi. EA \If" W. P. <br /> <br />2 x 4 <br /> <br />2 x 4 <br /> <br />2 x 4 <br /> <br />2 x 4 <br /> <br /> <br />GENERAL NO TES <br /> <br />'-. 3'-6" <br /> <br />~'-. <br />,,'-. ./ <br />..... '-./' <br />IW) /''-. <br />.1 /' '-. <br />"4/ ...... <br />/ '-. <br />/ 2x4 '-. <br /> <br /> . <br /> ~ <br /> .... <br /> '0 <br /> I <br /> \'\j <br />. <br />\l) 2 )( 4 2)( 4 <br />I <br />"0 <br /> ..... ~ <br /> :..: )( <br /> "4 <"-4 <br /> . <br /> .- <br /> ,I <br /> IW) <br /> <br />WINDO <br /> <br />'PNC. <br /> <br />1. FLOOR .laSTS AND BEAMS SHALL BE NO. 2 SOU THERN PINE (P. T.) <br />2. PLYOOOO FLOOR SHALL B( 3/4" rHlCK SOUTHERN PINE, 5 PLY, EXlfRIOR <br />GRADE, TONGUE AND GROOVE (STVRO-I-FLOOR"). <br />J. 2 x 4 WALL AND ROOf fRAMING SHALL BE NO. 2 SOU THfRN PINE. <br />4. ROOF AND WALL SIDING SHALL BE 1/1" CORRUGATED ALUMINUM MTH A <br />2.67" PITCH OR A 4- LAP SIDING am., A 3/8" STEP. Born SHALL BE <br />MANUFACTURED fROM 0.019- THICK SHEET ALUMINUM JOOJ H-14 ALLOY <br />S. THREADED fASTENERS fOR ALUMINUM ROOF AND SIDING SHALL BE I 8 <br />MACHINE SCREItS INSTALLED ACCORDING TO SIDING MANUFACTURERS <br />SPEC/ACA nONs. <br />6. ALL VNl1iREADED WOCO fASTENERS ARE BOX NAlLS 'MfH A 0.U1" <br />DIAMETER 8Y J 1/4" LONG. UNLESS NOTED OTHER'MSf. <br />l. ALL caD-fORMED STRUCTURAL STEEL CONNEcnON Pl.AlfS SHALL BE <br />20 CAGE (CALV.) ALPINE AND/OR TRULOX PLATES MANUfACTURED BY <br />ALPINE ENGINEERED PRooucrs, INe. CONFORMlNC TO ASlM A446-87 <br />CRADE A OR BETTER SPEClnCAnON. <br />8. UNTHRfADfO FASTENERS fOR 11jE TRULOX CONNEcnON PLATES SHALL BE 0.1205-11 <br />(1' Ga.) )( , 3/8" SPIRAL SHANK TRUSS NAILS. <br />9. AS AN OPflON, (3) 112 TWiN SaiD COPPER 'MRES RUN IN 1/2" CONDUIT <br />OPERATES aYE INCANDESCENT UGHT 'MfH A SINGlE POiE WALL SMTCH. <br />10. FlaD INSTALLED ITEMS SVBJfCT TO LOCAL APPROVAL: <br />A. flfDOItN OF UNIT TO SIrE. <br />8. [LECTRICAL CONNECflON FROM POitfR SOURCE TO UNIT. <br /> <br />2 x 4 <br /> <br />2 x 4 <br /> <br />'? <br />'>< <br />C'-I <br /> <br />..... <br />'>< <br /><"-4 <br /> <br />..... <br />>oc <br />"4 <br /> <br />5[E "END [LEV, <br />1'1/ DOOR" fOR INFO, <br />NOT SHOWN - <br /> <br />YWOOD <br /> <br /> <br /> <br />SIDE ELEVA T/ON wlo DOOR &- WINDOWS <br />SCALE' 1/2"=1 '-0. <br /> <br />END ELEVA T/ON wi WINDOW <br />SCALE: !/2":z1'-0" <br /> <br />RurR(NC( ORA WiNGS <br /> <br />t.AARK <br /> <br />ISSlJE <br /> <br />BY <br /> <br />MARK <br /> <br />SCALE 1/2"=1'-011 <br />ORA...... BY T.M. <br />C!-iECJ([O By W.J.M. <br /> <br />WELANO. nORIOA <br /> <br />PE\1SiCN <br /> <br />CArr <br /> <br />BY <br /> <br />DATE <br /> <br />APPRO\(O BY <br /> <br />DATE <br /> <br />DATE <br /> <br />EAVE STYlE BUILDING <br />TYPICAL PORTABLE SINGLE WIDE <br />SMITHBIL T INDUSTRIES INC. <br />AUBURNDALE FLORIDA <br />94145 S-1 <br /> <br />lOSS. <br /> <br />o <br /> <br /> <br />95 <br />95 <br /> <br />CHECKEO BY <br /> <br />~/1t~~ <br /> <br />Il !tq Iq to <br /> <br />PRMCT NO. <br /> <br />M\4 <br /> <br />McCARTIiY. MOODY AND ASSOCI A TES, INC. <br /> <br />STRlXt\JRAL CONSULTANTS <br /> <br />'. <br /> <br /># <br /> <br />.. <br /> <br />.;.4._;._.~...~ <br />~ <br />