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<br />
<br />J. x 5 ~ 20 GA GAL V. STEEL PLA TF
<br />(nP. (J EACH BElIT)
<br />
<br />VARIES FROM 8'..-0" TO 50' o.
<br />
<br />.. . JaS~ :AXa: H:::" ON aN IER____ ~-~-_._-- .... .~._~t--;'-Q"J
<br />- [ v-
<br />
<br />2 - 2 x 6 ~. ...---
<br />t:=:==___.. ___..__..____ ,..____- 1---....-----.. ---~-...--:..-=~~ I
<br />.--------" __ _. ..~- - r--- u_. .... ..- f- -------- _.. -' -.---
<br />
<br />F+
<br />
<br />I I
<br />
<br />2 x 4 COLlAR STRUT (J
<br />EACH BENT
<br />
<br />1 x J BRIDGING
<br />
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<br />1 x J BRIDGING
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<br />USE J - 2 x 6 BEAM FOR
<br />BLDCS. THA T EXCEED
<br />24'-0. IN LENGTH (TYP.)
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<br />2 x 4 BENT (rrp.)
<br />
<br />-
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<br />I I ~----- NOTOI TOP OF BEAM
<br />V TO ALLOW JOIST TO PASS
<br />/ THRU - SfE "SIDE ELEV.
<br />/. W;VOOR ct IMNDOY,S"
<br />
<br />
<br />
<br />~~~~1:
<br />~ -~~ --L___-------~ I
<br />'- ~~~-"-Jl ~~ I
<br />A~ ------~ I ~--/ I
<br />-- ~0 JE?'=. >"1 ~ 2 x 4 BENT (TYP. - SEE
<br />t=..~ll ~ /h SIDE WALL HEVS.)
<br />
<br />. - 2 x 6HCADtr- ~ _~:c__ --, -- _f:':=r~:-[ ~---- ::.l ~ 2 x 4 BOT. PIA IE (TYP. .
<br />ALL AROUND)
<br />
<br />AL~MIN~'1 na~
<br />
<br />....
<br />
<br />-......: ........
<br />
<br />1 x 4 BRIDGING
<br />
<br />J/r PL rNOOO fLOOR
<br />
<br />";;'
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<br />2-2x68EAM
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<br />WNDOW OPENING -
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<br />--
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<br />, .
<br />\Il~~
<br />~ ~,I
<br />~ e: ~
<br />
<br />2 x 4 BO T. PLA lE
<br />
<br />r)(9~ 20 GA. GAL V. STEEL PLA TE
<br />(rrP. f) EACH BENT)
<br />
<br />.~
<br />
<br />FLOOR FRAMING PLAN
<br />SCALE: 1/2"=1'-0:"
<br />
<br />-- J. x 5~ 20 GA. GALV. STEEL
<br />PLA TE. (T'rP. EA CH SIDE OF
<br />EACH BENT) (BEYOND)
<br />
<br />3/1" PL'rm?a) flOOR
<br />
<br />6.
<br />- -1 r--
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<br />---...-------..-.--..-.f----- --- ----.-..--.. .....-. - .. --- -- .. ..-- ---- ---- ..---
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<br />(./)j' TYP. ROOF SLOPE ____ 12 ., 'J. 4-
<br />~ ' ~ ~
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<br />~~ ,~~VE w. E'"____ _~ _~_ ~
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<br />
<br />=
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<br />-
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<br />
<br />2-2x4 DOOR HEADER
<br />
<br />2 x 4 DOOR J1EADER
<br />
<br />r J'-6"
<br />_.~-
<br />i (DOOR OPNG.)
<br />
<br />USE 2-2 x 4 8ENTS ~
<br />80 TH ENDS OF BLDGS.
<br />16'-0" LONG & LARGER
<br />
<br />2 x 4 VtfNO BRACE
<br />rrP. (} 4 CORNERS
<br />(1"'-0. WlOE BLDG.
<br />ONL Y)
<br />
<br />2 x 4 HDR.
<br />'\. 7
<br />'\ /
<br />'\. /
<br />'\/
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<br />I 2 x 4 SILL "
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<br />3'-6"
<br />.___"'.______ h _
<br />: (DOCR OPNG.)
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<br />OPNG.
<br />(TYP. )
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<br />2 x 4 BENT ---..
<br />
<br />VARIES W/ DOOR
<br />OP'-IC. &- BLDG.
<br />~t1 D TH
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<br />· l' {IO.C C'\j l'\.,j C'\j C'\j
<br />
<br />~ f,u(1lP I I Ii
<br />._:~ ._.. _ i 2 ~ 4 BOT. PIA IE ===L ___~= 2 x 4 BOT. PLA IE _
<br />
<br />'.L~_ I L-=:-::.lIf-_./--C/4' PLYlIlJOD FlOOR ur----1
<br />2 x6 JOIST - 2 - 2 x 6 BEAM (TYP.) ~
<br />
<br />,
<br />14)
<br />,I
<br /><0
<br />
<br />.2 x4
<br />.- --+--
<br />.
<br />
<br />2x4
<br />
<br />2 x 4
<br />
<br />2x4
<br />
<br />ALUMINUM GUTTER (TrP.
<br />ABO~ DOORS ct itTNDOWS)
<br />2 - 2 x 6 BEAM (rrP.)
<br />
<br />--
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<br />. F=
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<br />(J EACH BENT) - -~ - '" (J EACH JOIST
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<br />4'1LNl.!iNU~P SlOING
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<br />1 x 4 BRDG. - '----'-~-
<br />NO TCH 2 x 1- .'-~"}
<br />(TYP. 9 EA.. )c
<br />BENT) , t',j
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<br />f x -1 BRIDGI G
<br />
<br />~.(.;,
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<br />~
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<br />2'-0"
<br />(TrP. )
<br />
<br />
<br />2 x 4 BOT. PLATE
<br />
<br />~7P"~
<br />
<br />ISOMETRIC OF BUILDING
<br />SCALE: 1/2M=1'-0.
<br />
<br />PLANS AEVlEWfO
<br />OA TE jQ -Zt{ - qrL.L...- .---
<br />BUllOI~G ~~;r. ~R~VEO ttlJt.
<br />
<br />END ELEVA nON wi DOOR
<br />
<br />.
<br />
<br />S'IOE [LEVA TION wi DOOR & WINDOWS
<br />
<br />SCALE: 1/2.=1'-0.
<br />
<br />'; ,
<br />
<br />.
<br />
<br />SCALf: 1/2-=1'-0.
<br />
<br />F2 x 4 OUTRIGGERS - SEE
<br />6- -l r- ISOMETRIC OF BLDG. FOR
<br />SPACING.
<br />
<br />,.,. .;
<br />rt.
<br />
<br />6" -l r
<br />:: r---
<br />----- = I
<br />
<br />;
<br />
<br />i
<br />
<br />-... --r------ ---
<br />
<br />'.
<br />
<br />DESIGN LOADS
<br />
<br />,~
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<br />=
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<br />~I
<br /><J
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<br />::'{!
<br />::,;::
<br />
<br />~~
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<br />~r~
<br />
<br />
<br />.........
<br />
<br />......-1
<br />
<br />1 x J . BRIDGING
<br />
<br />~
<br />--/
<br />
<br />c::::: 2x4 2x4
<br />. ---- +-- - ;:::: --=
<br />61 !
<br />- -1....-
<br />
<br />1. flOOR U~ LOAD ------------75 P.s.r.
<br />2. ROOF UVf LOAD ------------20 P.s.r.
<br />1 'MND LOAD (110 M.P.H.) -------23 P.s.r.
<br />
<br />-
<br />-
<br />
<br />~
<br />~
<br />~
<br />
<br />_n_+_
<br />
<br />_rt-fA'If w: p-,-_..___ __
<br />
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<br />~
<br />'--
<br />'-
<br />C5
<br />OJ
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<br />)(
<br />t',j
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<br />=
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<br />,..
<br />
<br />2x4
<br />. --=.:;
<br />'...., ~ J'-6" ./
<br />
<br />. . ____ _.u,/__
<br />:iN1................ ,,'
<br />...... ......../' .. /
<br />"J. /........ ~
<br />,! // "-"
<br />~:/ .........
<br />/i .........
<br />~j 2x4- ........,
<br />
<br />2 x 4-
<br />
<br />2x4- '-
<br />f---
<br />
<br />2x4
<br />
<br />I
<br />I 6.
<br />r--
<br />
<br />WIND CODES
<br />
<br />l-- --- --- ---
<br />
<br />. I
<br />~
<br />JI
<br />l---n__._._._-~. f?-~: .
<br />
<br />
<br />i ~
<br />
<br />\
<br />
<br />_. ...
<br />~r'1fNDOI1 'rJPNG
<br />
<br />THESE BUILDINGS MEET mE /MND REQUIRMENTS OF THE
<br />1991 STANDARD BUILDING CODE AND THE AMERICAN
<br />NA l70NAL STANDARD INST7TVTE COOE A 58. 1 - 1982.
<br />
<br />2'-0"
<br />(TYP.)
<br />
<br />.
<br />'<)
<br />I
<br />
<br />2 x J.
<br />
<br />2x4
<br />
<br />2x4
<br />
<br />____ L __
<br />
<br />~l
<br />
<br />.-.... r
<br />
<br />,
<br />
<br />I
<br />
<br />1 x 4 BR/DClJ ~
<br />
<br />GENERAL NOTES
<br />
<br /><0
<br />
<br />~
<br />)c
<br />~
<br />
<br />"t-
<br />~
<br />~
<br />
<br />....
<br />"l
<br />C'\j
<br />
<br />If
<br />
<br />,. FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. T.)
<br />(Fb=1400 P.S.I.) (M.C.=19%). .
<br />2. PL rNOOO fLOOR SHALL BE J/4" lHlCK SOUT71ERN PINE, 5 PL Y, EXTERIOR GRADE, TONGUE
<br />AND GROOVE (STVRD-l-FLOOR").
<br />J. 2 x 4 WALL AND ROOF FRAMING SHALL BE CONSTRUCnON GRADE S1TKA SPRUCE.
<br />(Fb=800 P.S.I.) (M. C. =19%).
<br />4. ROOF AND WALL SIOING SHALL BE 112" COR RUGA TED ALUMINUM MTH A 2.67' PITCH OR A 4' LAP
<br />SIDING '11111 A J/8. STEP. BOTH SHALL BE MANUFACTURED FROM 0.01911 11IICK SHEET ALUMINUM.
<br />JOOJ H-14 ALLOY.
<br />5. THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE /8 MACOiINE SCREWS INSTALLED
<br />ACCOROING TO SIDING M,wUFACTURERS SPEClflCA nONs. ~ /::Ji.: ~ ~.
<br />
<br />t I
<br />" !
<br />~I
<br />I
<br />i
<br />\:==4==~ 2 x 4- BOT. PLATE ___~_ ~---- ___ _._____L..L:'PL 'rWOOQ __._
<br />
<br />
<br />~ - - - - -- --. - - - -. - -- - - - - - - - - - - - -- - - - - -:: -:: - - - - --::-...:::.-=....:-:...=--==--=- - - - - --..'="'=:: --=
<br />
<br />1. _,_..__~~__ --..----- ----...-.--...--------
<br />
<br />
<br />
<br />\
<br />
<br />- SEE .SIDE ElEV. wi DOOR
<br />/ tk lt1NDOVvS" FOR INFO:----- -'
<br />Nor SHOWN
<br />
<br />.
<br />.~
<br />
<br />-- '--- SEE "010 ELE'/.
<br />wi DOOR' fOR INFO.
<br />NOT SHOWN -
<br />
<br />.1
<br />f<J
<br />
<br />--
<br />
<br />I
<br />j -- --
<br />
<br />m_m~~ tr::=!fJ-~ ~._~ -rn-.....J
<br />
<br />END ELEVA nON wi DOOR
<br />SCALE: 1/2-=1'-0.
<br />
<br />APPRO'lEO PRINT REOU\REO
<br />Ot. JOB SITE
<br />
<br />i
<br />
<br />>
<br />~ .!-'
<br />
<br />" ,
<br />
<br />.',;~.~.~
<br />
<br />
<br />j
<br />
<br />311
<br />l i}
<br />t
<br />
<br />, Ll~
<br />1 REV. } Z
<br />~{~ .,
<br />
<br />SIDE ELEVA (ION wlo DOOR & WINDOWS
<br />
<br />q ;1,/1",.-
<br />
<br />EA VE STYLE 8UILDING
<br />TYPICAL POR TABLE SINGLE WIDE
<br />SMITH81L T INDUSTRIES. INC.
<br />AUBURNDALE FLORIDA
<br />S-1
<br />
<br />~fALE: .JL1.=1'-0.
<br />
<br />.'
<br />
<br />
<br />SCALE 1/2"=1'-0"
<br />-
<br />
<br />TM
<br />CHECKED BY WJM
<br />
<br />J
<br />\
<br />
<br />j
<br />\
<br />
<br />j
<br />j
<br />..1
<br />
<br />LOCATION OF JOB
<br />
<br />DATE
<br />
<br />REflRENCE oAA~N~
<br />
<br />APPROVED BY
<br />
<br />DATE
<br />
<br />DATE
<br />
<br />BY
<br />
<br />R~SlON
<br />
<br />BY
<br />
<br />DATE
<br />
<br />lttAAK
<br />
<br />R~SIO"~
<br />
<br />IAARI<
<br />
<br />4/24/91
<br />7 /11/91
<br />
<br />DRA~ BY
<br />
<br />McCARTHY, MOODY AND ASSOCI A lES, INC.
<br />
<br />tvM
<br />
<br />STRVC11iR.AL COOSU,TANTS
<br />
<br />LAKEUlND. FLORIDA
<br />
<br />..~
<br />
<br />~,'"
<br />~'.c'
<br />
<br />f ,.~
<br />
<br />CHECKED BY
<br />
<br />PR<>JECT NO.
<br />
<br />.'.
<br />~ ~
<br />
<br />OWlJ. NO. I
<br />
<br />9124
<br />
<br />.~
<br />
<br />, 4
<br />
<br /><~ .
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<br />,') '"
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<br />
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