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<br />
<br />..
<br /> 2'-0"
<br /> ...
<br /> 7'-4"
<br />....
<br />
<br />VARIES FROM 8'-0" TO 50'-0"
<br />JOISTS SPACED @ 2'-0" ON CENTER
<br />JOISTS SPACED @ 1'-4" ON CENTER
<br />
<br />1'-4"
<br />
<br />2'-0"
<br />
<br />...
<br />
<br />...
<br />
<br />2 x 6 HEADER
<br />
<br />
<br />2-2x rAM
<br />
<br />'""
<br />~
<br />.........
<br />~
<br />~
<br />~
<br /><0
<br />><
<br />~
<br />
<br />
<br />2 - 2 x EAM
<br />
<br />2 x 6 HEADER
<br />
<br />~
<br />
<br />FLOOR FRAMING PLAN
<br />SCALE: 1/2"=1'-0"
<br />
<br />6" -ll-
<br />
<br />.... USE 2-2 x 4 BENTS @
<br />BOTH ENDS OF BLDGS.
<br />16'-0" LONG & LARGER
<br />
<br />2 x 4 mND BRACE
<br />TYP. fJ 4 CORNERS
<br />(14'-0" mDE BLDG.
<br />ONL Y)
<br />
<br />6" -l r
<br />
<br />1 x J BRIDGING
<br />
<br />2-2x4 DOOR HEADER
<br />
<br />2 x 4 HDR.
<br />
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<br />.e.
<br />
<br />3'-6"
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<br />
<br />WINDOW
<br />OPNG.
<br />(TYP,)
<br />
<br />(DOOR OPNG.)
<br />
<br />1 x 4 BRIDGING
<br />
<br />
<br />'"
<br />
<br />2'-0"
<br />TYP.
<br />
<br />2 x 4 BOT. PLATE
<br />
<br />PLA TE
<br />
<br />2 x 6 HEADER
<br />
<br />
<br />
<br />JJ_
<br />
<br />, T~1 1/2" DEEP NOTCH IN
<br />:s TOP OF 2-2x6 BEAM
<br />C'\j fJ EACH JOIST
<br />
<br />~ 3/4" PLYWOD FLOOR
<br />2 x 6 JOIST 2 _ 2 x 6 BEAM (TYP.) ~
<br />
<br />SCALE: 1/2"=1'-0"
<br />
<br />2 - 2 x 6 BEAM (BEYOND) ~
<br />3/4" PL rtWOD FLOOR
<br />
<br />2"x8" TRULOX PLA TE w/(4) NAILS
<br />TOP & BOT. & (4) TOE NAILS (J
<br />BOT. OF EA. S7VD (TYP. (J EA.
<br />BENT &- TOP & BOT. OF END
<br />WALL S7VDS)
<br />SIDE ELEVA 770N wi DOOR & WINDOWS
<br />
<br />SCALE: 1/2"=1'-0"
<br />
<br />6" F2 x 4 OUTRIGGERS - SEE
<br />-I - ISOMETRIC OF BLDG. FOR
<br />I SPACING,
<br />
<br />~ t:: ~
<br /> tJ
<br /> 1 x 3 BRIDGING 6:: ~ 1'---...
<br />~ t:: S ~ ~~
<br /> "t-
<br /> ><
<br />t:: '"" - r;. EA VE W. P. c:::: ==::;:-: ~
<br /> ~ -
<br /> I'-
<br /> ......... 2x4 2x4 2x4 2x4 2x4
<br /> h. ~
<br /> as 6"_~ 1"''-. 3'-6" /"
<br /> Q::) -
<br /> I ~ " -I-
<br /> I "t- o .T v- WiND 0 f\ pPNG,
<br /> ~ :s ..... ,/
<br /> 2'-0" >< '-. ,/ /
<br /> C'\j '" '-.,/
<br /> ( TYP.) ~ ~ ,/'-.
<br /> ,I , I ,/ .....
<br /> C'\j C"J ,/ .....
<br /> . ,/ .....
<br /> l.C) 2x4 2x4 ,'/ 2x4 ", 2x4 2x4
<br /> 1
<br /> 1 x 4 BRIDGING -
<br /> <0
<br /> II "'t "t- "t- "t- "'t
<br /> >< >< >< >< ><
<br /> C'\j C'\j ~ ~ C'\j
<br /> / ~ SEE "SIDE ELEV. w/ DOOR ."...., . .
<br /> & Vr1NDOWS" FOR INFO:--- - - SEE "END ELEV.
<br /> I ,I
<br /> NOT SHOWN ~ ~ w/ DOOR" FOR INFO.
<br /> NOT SHOWN -
<br /> 2 x 4 BOT. PLA TE T/PL YWOOD
<br /> ----------------------------------------------------- I I
<br />....... / ill tt1
<br />
<br />REfERENCE DRAWINGS
<br />
<br />6" -l r
<br />
<br />SIDE ELEVA TION wlo DOOR & WINDOWS
<br />SCALf: 1/2"=1'-0"
<br />
<br />~ARK
<br />
<br />ISSUE
<br />
<br />BY DATE MARK
<br />
<br />USE 4 ROWS OF (3)-2x6 BEAMS
<br />FOR 14'-0" ~DE BUILDINGS.
<br />
<br />
<br />1" x 4" ALPINE PLATE (N.S. - r.s.)
<br />(TYP. fJ EACH BENT)
<br />
<br />2 x 4 COLLAR STRUT ()
<br />EACH BENT
<br />
<br />1 x 3 BRIDGING
<br />
<br />1 x 3 BRIDGING
<br />
<br />USE fJ)-2x6 BEAMS FOR BLDGS,
<br />8'-0~ 10'-0" &- 12'-0" THA T
<br />EXCEED 24'-0" IN LENGTH (TYP.)
<br />
<br />iflNDOW OPENING
<br />
<br />USE (2) TOE NAILS (MIN.)
<br />
<br />4" ALUMINUM LAP SIDING ROOF
<br />
<br />NOTCH TOP OF BEAM
<br />TO ALLOW JOIST TO PASS
<br />THRU - SEE "SIDE ELEV.
<br />W/DOOR & Vr1NDOWS"
<br />
<br />2 x 4 BENT (TYP.)
<br />
<br />-
<br />
<br />1 x 4 BRIDGING
<br />
<br />3/4" PL YWOD FLOOR
<br />
<br />2 x 4 BENT (TYP. - SEE
<br />SIDE WALL ELEVS.)
<br />
<br />Vr1NDOW OPENING
<br />
<br />2 x 4 BOT. PLA TE (TYP.
<br />ALL AROUND)
<br />
<br />2x4BOT. PLATE
<br />2"x8" TRULOX PLA TE
<br />(TYP. () EACH BENT)
<br />
<br />1" x 4" ALPINE
<br />PLA TE. (N,S. - r.s.)
<br />
<br />3/4" PL YWOD FLOOR
<br />
<br />tJ
<br />6::
<br />~
<br />
<br />TYP, ROOF SLOPE
<br />
<br />
<br />2 x 4 COLLAR STRUT
<br />x 3'-7" t () EACH BENT
<br />
<br />_ -t EAVE w. p,
<br />
<br />"t-
<br />><
<br />~
<br />2 x 4 DOOR HEADER
<br />
<br />1 x 3 BRDG. () MID,-
<br />SPAN (TYP, FOR BLDGS,
<br />10' x 16' &- LARGER)
<br />
<br />2 x 6 HEADER
<br />
<br />3'-6" ALUMINUM
<br />DOOR W/ LOCK
<br />
<br />2x4 2x4
<br />
<br />2x4 2x4
<br />
<br />6"
<br />
<br />3'-6"
<br />
<br />.
<br />~
<br />'"
<br />
<br />(DOOR OPNG.)
<br />
<br />2 x 4 BENT
<br />
<br />VARIES W/ DOOR
<br />OPNG. &- BLDG,
<br />WIDTH
<br />
<br />2x4 2x4
<br />
<br />VARIES W/ DOOR
<br />OPNG. &- BLDG.
<br />WID TH
<br />
<br />2x4 2x4
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<br />,I
<br /><0
<br />
<br />ALUMINUM GUTTER (TYP.
<br />ABOVE DOORS &- WINDOWS)
<br />
<br />2 - 2 x 6 BEAM (TYP.)
<br />
<br />1 x 4 BRDG.-
<br />NO TCH 2 x 4
<br />(TYP. f) EA.
<br />BENT)
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<br />
<br />1'-6" o.c.
<br />AX (TYP,
<br />
<br />2 x 4 BOT. PLATE
<br />
<br />2 x 4 BOT. PLATE
<br />
<br /><0
<br />---
<br />
<br />T PL YWOOD
<br />
<br />
<br />
<br />ISOMETRIC OF BUILDING
<br />
<br />END ELEVA TION wi DOOR
<br />SCALE: 1/2"=1'-0"
<br />
<br />DESIGN LOADS
<br />
<br />1, FLOOR LIVE LOAD -------- 75 p,s.r. (JOISTS () 24" O,Cj
<br />2. FLOOR LIVE LOAD ------- 125 p,s.r. (JOISTS () 16" O,C,
<br />J. ROOF LIVE LOAD -------- 20 p,s.r.
<br />4, WIND LOAD (120 M.P,H.} --- 26.49 p,s.r.
<br />
<br />WIND CODES
<br />
<br />THESE BUILDINGS MEET THE Vr1ND REOUIREMENTS OF THE
<br />1997 STANDARD BUILDING CODE AND THE ASCE STANDARD
<br />ANSI/ASCE 7-93.
<br />
<br />L-6"
<br />
<br />GENERAL NOTES
<br />
<br />END ELEVA TION wi WINDOW
<br />
<br />SCALE: 1/2"= 1'-0"
<br />
<br />1, FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. T.)
<br />2, PL rtWOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR
<br />GRADE, TONGUE AND GROOVE (S7VRD-I-FLOOR").
<br />3. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO.2 SOUTHERN PINE.
<br />4, ROOF AND WALL SIDING SHALL BE 1/2" CORRUGA TED ALUMINUM WITH A
<br />2.67" PITCH OR A 4" LAP SIDING WITH A 3/8" STEP. BOTH SHALL BE
<br />MANUFAC7VRED FROM 0.019" THICK SHEET ALUMINUM 3003 H-14 ALLOY
<br />5, THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE I 8
<br />MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFAC7VRERS
<br />SPECIFlCA TlONS.
<br />6, ALL UN77iREADED WOD FASTENERS ARE BOX NAILS WITH A 0.131"
<br />DIAMETER BY 3 1/4" LONG. UNLESS NOTED OTHERWISE.
<br />7. ALL COLD-FORMED STRUC7VRAL STEEL CONNECTION PLA TES SHALL BE
<br />20 GAGE (GALV.) ALPINE AND/OR TRULOX PLATES MANUFAC7VRED BY
<br />ALPINE ENGINEERED PRODUCTS, INC, CONFORMING TO ASTM A446-87
<br />GRADE A OR BETTER SPECIFlCA nON.
<br />8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTION PLA TES SHALL BE 0.1205"~
<br />(11 Go,) x 1 3/8" SPIRAL SHANK TRUSS NAILS.
<br />9. AS AN OP770N, (3) /12 THI1N SOLID COPPER Vr1RES RUN IN 1/2" CONDUIT
<br />OPERA TES ONE INCANDESCENT LIGHT Vr1TH A SINGLE POLE WALL SWITCH.
<br />10, FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL:
<br />A. TlEDOWN OF UNIT TO SITE.
<br />B, ELECTRICAL CONNECTION FROM POWER SOURCE TO UNIT.
<br />
<br />RE\1SlON
<br />
<br />1 2" l' 0"
<br />SCALE =-
<br />
<br />DATE
<br />
<br />EAVE STYLE BUILDING
<br />TYPICAL PORTABLE SINGLE WIDE
<br />SMITHB/L T INDUSTRIES, INC.
<br />AUBURNDALE FLORIDA
<br />94145 S-1
<br />
<br />ISS.
<br />
<br />o
<br />
<br />APPROVED BY
<br />
<br />DATE
<br />
<br />BY DATE
<br />
<br />ORA.,."" BY TM
<br />CHECKED BY W.J.M.
<br />
<br />
<br />LAKELAND, FLORIDA
<br />
<br />M
<br />
<br />~ 1ft,~f:4
<br />
<br />McCARTHY ENGINEERING, INC.
<br />
<br />STRUCTURAL CONSULTANTS
<br />
<br />CHECKED BY
<br />
<br />I P!1!Q 1
<br />
<br />PRMCT NO.
<br />
|