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<br />~ Q:: C)
<br />L..:K
<br />
<br />6" -l
<br />
<br />6"
<br />
<br />-l
<br />
<br />REfERENCE DRAI'I1NGS
<br />
<br />.. USE 2-2 x 4 BENTS @
<br />BOTH ENDS OF BLDGS,
<br />16'-0" LONG & LARGER
<br />
<br />2 x 4 ~',WD BRACE
<br />TYP, () 4 CORNERS
<br />(14'-0" mDE BLDG.
<br />ONL Y)
<br />
<br /> 2'-0"
<br />..... ~
<br /> 7'-4"
<br />... ....
<br />
<br />VARIES FROM B'-O" TO 50'-0"
<br />JOISTS SPACED @ 2'-0" ON CENTER
<br />
<br />2'-0"
<br />
<br />JOISTS SPACED @ 7'_4" ON CENTER
<br />
<br />
<br />2 x 6 HEADER
<br />
<br />2 - 2 x EAM
<br />
<br />'"
<br />~
<br />"-
<br />~
<br />~
<br />S5
<br />~
<br />><
<br />'"
<br />
<br />
<br />2 - 2 x EAM
<br />
<br />2 x 6 HEADER
<br />
<br />FLOOR FRAMING PLAN
<br />SCALD 7/2"=1'-0"
<br />
<br />6"
<br />
<br />-l r
<br />
<br />-
<br />
<br />1 x 3 BRIDGING
<br />
<br />2-2x4 DOOR HEADER
<br />
<br />2 x 4 HDR,
<br />
<br />
<br />.
<br />~ "i-
<br />
<br />.....
<br />
<br />....~l
<br />
<br />'"
<br />~
<br />"-
<br />I-.
<br />a5
<br />ex)
<br />"I-
<br />><
<br />~
<br />
<br />/
<br />
<br />\ /
<br />\ /
<br />\/
<br />/\
<br />/ \
<br />/ \
<br />
<br />J'-6"
<br />
<br />.
<br />~
<br />"-
<br />
<br />~
<br />,I
<br />C\.j
<br />
<br />WINDOW
<br />OPNG,
<br />(TYP.)
<br />
<br />(DOOR OPNG.)
<br />
<br />
<br />.--.....
<br /><-:i
<br />~ ~
<br />
<br />,I
<br />\0 gs
<br />C)
<br />~
<br />
<br />1 x 4 BRIDGI G
<br />
<br />2'-0"
<br />TYP.
<br />
<br />2 x 4 BOT. PLATE
<br />
<br />PLA TE
<br />
<br />
<br />USE 4 ROItS OF (J)-2x6 BEAMS
<br />FOR 14'-0" mDE BUILDINGS.
<br />
<br />
<br />1" x 4" ALPINE PLA TE (N.S. - F.s.)
<br />(TYP, @ EACH BENT)
<br />
<br />2 x 4 COLLAR STRUT ()
<br />EACH BENT
<br />
<br />1 x 3 BRIDGING
<br />
<br />1 x J BRIDGING
<br />
<br />USE (J)-2x6 BEAMS FOR BLDGS.
<br />B'-O, 10'-0" &- 12'-0" mA T
<br />EXCEED 24'-0" IN LENGTH (TYP.)
<br />
<br />WINDOW OPENING
<br />
<br />USE (2) TOE NAILS (MIN.)
<br />
<br />4" ALUMINUM LAP SIDING ROOF
<br />
<br />NO TCH TOP OF BEAM
<br />TO ALLO W JOIS T TO PASS
<br />THRU - SEE "SIDE ELEV.
<br />WIDOOR &- mNDOItS"
<br />
<br />2 x 4 BENT (TYP.)
<br />
<br />-
<br />
<br />ALUMINUM TRIM
<br />
<br />1 x 4 BRIDGING
<br />
<br />3/4" PL YIWOD FLOOR
<br />
<br />2 x 4 BENT (TYP, - SEE
<br />SIDE WALL ELEVS.)
<br />
<br />WINDOW OPENING
<br />
<br />2 x 4 BOT. PLA TE (TYP.
<br />ALL AROUND)
<br />
<br />2x4BOT. PLATE
<br />2"xB" 7RULOX PLA TE
<br />(TYP. (J EACH BENT)
<br />
<br />1" x 4" ALPINE
<br />PLA 7f. (N.S. - r.s.)
<br />
<br />3/4" PL YWOD FLOOR
<br />
<br />tJ
<br />a::
<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 vv. P.
<br />
<br />"t
<br />><
<br />'"
<br />2 x 4 DOOR IiEADER
<br />
<br />1 x J BRDG, @ MID.-
<br />SPAN (TYP. FOR BLDGS.
<br />10' x 16' & LARGER)
<br />
<br />2 x 6 IiEADER
<br />
<br />3'-6" ALUMINUM
<br />DOOR W/ LOCK
<br />
<br />2x4 2x4
<br />
<br />2x4 2x4
<br />
<br />6"
<br />
<br />J'-6"
<br />
<br />.
<br />
<br />~
<br />
<br />\0
<br />, I
<br />C\.j
<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 />IA/! 0 TH
<br />
<br />2x4 2x4
<br />
<br />.--.....
<br /><-:i
<br />. ~
<br />c:> C)
<br />,I
<br />\0 gs
<br />C)
<br />~
<br />
<br />.
<br />I.c)
<br />,I
<br />co
<br />
<br />ALUMINUM GUTTER (TYP.
<br />ABOVE DOORS &- VIINDOItS)
<br />
<br />2 - 2 x 6 BEAM (TYP.)
<br />
<br />1 x 4 BRDG.-
<br />NOTCH 2 x 4
<br />(TYP, () EA.
<br />BENT)
<br />
<br />"t "I-
<br />>< ><
<br />'" ~
<br />
<br />..
<br />
<br />"t
<br />><
<br />~
<br />I
<br />~
<br />
<br />"t
<br />><
<br />~
<br />I
<br />~
<br />
<br />4" ALUMiNUM LAP SiDiNG
<br />
<br />"I-
<br />><
<br />~
<br />
<br />"t
<br />><
<br />~
<br />
<br />.
<br />~
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<br />
<br />.
<br />....
<br />, I
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<br />
<br />.
<br />
<br />;Z
<br />"-
<br />c:>
<br />....
<br />
<br />.
<br />"-
<br />,I
<br />f<)
<br />
<br />7'_6" O.c.
<br />.
<br />~X (TYP.
<br />2 x 4 BOT. PLA7E
<br />
<br />2 x 4 BOT. PLATE
<br />
<br />T PL YWOOD
<br />
<br />
<br />
<br />J-j
<br />
<br />
<br />, T~, 1/2" OEEP NOTCH IN
<br />~
<br />~ TOP OF 2- 2x6 BEAM
<br />C\.j f) EACH JOIST
<br />
<br />2 x 6 IiEADER
<br />
<br />
<br />2"x8" TRULOX PLA TE w/( 4) NAILS
<br />TOP &- BOT. &- (4) TOE NAiLS ()
<br />BOT. OF EA. STUD (TYP, () fA.
<br />BENT &- TOP &- BOT. OF END
<br />WALL STUDS)
<br />SIDE ELEVA T/ON w/ DOOR & WINDOWS
<br />
<br />= = ~~
<br /> lJ
<br /> 1 x J BRIDGING a:: ........--r f"'-.....
<br />= = ~ ~,~ ~
<br /> "t
<br /> , ><
<br />l= .--..... - f.i. EAVE W. P, ~~
<br /> ~ - '"
<br /> "- c::: 2x4 2x4
<br /> I-. 2x4 2x4 2x4 2x4 L.....
<br /> ~ 6"_~ J'-6" ,
<br /> ! I - I- '-. ~,/ -...
<br /> "l- . . r-WlNDOI1 'JPNG.
<br /> ~ ~ '- ./
<br /> 2'-0" >< '- ,/ /
<br /> ~ ,,-' "- '-./
<br /> (TYP.) \0 f<) ./'-
<br /> , I ,I ./ '-
<br /> C\.j C\.j ./ '-
<br /> . ./ '-
<br /> I.c) 2x4 2x4 ./ 2x4 '-... 2x4 2x4
<br /> 1 x 4 BRIDGING ,I
<br /> co
<br /> II "I- "I- "I- "I- "t
<br /> >< >< >< >< ><
<br /> ~ '" '" '" '"
<br /> / - SEE "SIDE ELEV. wi DOOR !...-"'" . .
<br /> &- WfNDOItS" FOR INFO..___ "- .... SEE "END ELEV.
<br /> ,I ,I
<br /> NO T SIiO WN ~ f<) w/ DOOR" FOR INFO.
<br /> NOT SHOWN -
<br /> 2 x 4 BOT. PLA TE T /PL YWOOD
<br /> ____________________________________________________L Ii I
<br />"- / ill ttf
<br />
<br />2 - 2 x 6 BEAM (BEYOND) ---'
<br />3/4" PL YWOOD FLOOR
<br />
<br />rr 2 x 4 OUTRIGGERS - SEE
<br />r ISOMETRIC OF BLDG. FOR
<br />SPACING.
<br />
<br />SCALE: 1/2"=1'-0"
<br />
<br />6" -ll--
<br />
<br />SIDE ELEVA T/ON w/o DOOR & '1I1NDOWS
<br />SCALE: 1/2"=1'-0"
<br />
<br />MARK
<br />
<br />ISSlJE
<br />
<br />BY DAlE MARK
<br />
<br />~ J/4" PLYWOD FLOOR
<br />2 x 6 JOIST 2 - 2 x 6 BEAM (TYP.) ~
<br />
<br />ISOMETRIC OF BUILDING
<br />SCALE: 1/2"=1'-0"
<br />
<br />END ELEVA T/ON 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.C}
<br />2. FLOOR LIVE LOAD ------- 125 P.s.r. (JOISTS () 16" O.c.
<br />3, ROOF LIVE LOAD -------- 20 P.s.r.
<br />4. ~'t'IND LOAD (120 MoP.H.) --- 26.49 P.s.r.
<br />
<br />WIND CODES
<br />
<br />THESE BUILDINGS MEET mE mND REQUIREMENTS OF TIiE
<br />1997 STANDARD BUILDING CODE AND THE ASCE STANDARD
<br />ANSI/ASCE 7-93.
<br />
<br />L-6"
<br />
<br />GENERAL NO rES
<br />
<br />END ELEVA TION wi WINDOW
<br />
<br />SCALE: 7/2"==1'-0"
<br />
<br />1. FLOOR JOISTS AND BEAMS SIiALL BE NO.2 SOUTIiERN PINE (P. T.)
<br />2. PL YlWOD FLOOR SHALL BE J/4" mlCK SOUTHERN PINE, 5 PL Y, EXTERIOR
<br />GRADE, TONGUE AND GROOVE ("STURD-I-FLOOR"),
<br />J. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO, 2 SOUTIiERN PINE.
<br />4. ROOF AND WALL SIDING SHALL BE 1/2" CORRUGATED ALUMINUM Wlm A
<br />2.67" PITCH OR A 4" LAP SIDING Wlm A J/8" STEP, BOTH SHALL BE
<br />MANUFACTURED FROM 0.019" THICK SHEET ALUMINUM JOOJ H-14 ALLOY
<br />5, THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE I 8
<br />MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFACTURERS
<br />SPECIFlCA TlONS.
<br />6. ALL UNTHREADED >>OOD FASTENERS ARE BOX NAILS WITH A 0,131"
<br />DIAMETER BY J 1/4" LONG, UNLESS NOTED OTHERWISE.
<br />7. ALL COLD-FORMED STRUClVRAL STEEL CONNECTION PLA TES SIiALL BE
<br />20 GAGE (GALV.) ALPINE AND/OR TRULOX PLATES MANUFACTURED BY
<br />ALPINE ENGINEERED PRODUCTS, INC. CONFORMING TO ASTM A446-87
<br />GRADE A OR BETTER SPECIFICA TlON.
<br />8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTION PLA TES SHALL BE 0.1205"~
<br />(11 Go,) x 1 J/8" SPIRAL SHANK TRUSS NAILS.
<br />9. AS AN OPTION, (3) /12 THHN SOLID COPPER WfRES RUN IN 1/2" CONDUIT
<br />OPERA TES ONE INCANDESCENT LIGHT WITH A SINGLE POLE WALL SVIITCH.
<br />10. FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL:
<br />A. TlEDOWN OF UNIT TO SITE.
<br />8. ELECTRICAL CONNECTION FROM POrtfR SOURCE TO UNIT.
<br />
<br />RE\1SlON
<br />
<br />APPROVED BY
<br />
<br />DATE
<br />
<br />SCAlE 1 2"=1'-0"
<br />DRA'M-l BY TM
<br />CHECKED BY W, J. M,
<br />
<br />LAKELAND, FLORIDA
<br />
<br />DATE
<br />
<br />EA VE STYLE BUILDING
<br />TYPICAL PORTABLE SINGLE WIDE
<br />SMITHBIL T INDUSTRIES, INC,
<br />AUBURNDALE FLORIDA
<br />94145 S-1
<br />
<br />ISS.
<br />
<br />o
<br />
<br />BY DATE
<br />
<br />
<br />M
<br />
<br />CHECKED BY
<br />
<br />~/fn''4
<br />
<br />4/~/qtJ
<br />
<br />PROJECT NO,
<br />
<br />McCARTHY ENGINEERING, INC.
<br />
<br />STRUC11JRAL CONSULTANTS
<br />
|