HomeMy WebLinkAboutBIN B-5 PERMIT 7101
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7'-4"
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VARIES FROM 8'-0" TO 50'-0"
JOISTS SPACED @ 2'-0" ON CENTER
JOISTS SPACED @ 1'-4" ON CENTER
1'-4"
2'-0"
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2 x 6 HEADER
2-2x rAM
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2 - 2 x EAM
2 x 6 HEADER
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FLOOR FRAMING PLAN
SCALE: 1/2"=1'-0"
6" -ll-
.... USE 2-2 x 4 BENTS @
BOTH ENDS OF BLDGS.
16'-0" LONG & LARGER
2 x 4 mND BRACE
TYP. fJ 4 CORNERS
(14'-0" mDE BLDG.
ONL Y)
6" -l r
1 x J BRIDGING
2-2x4 DOOR HEADER
2 x 4 HDR.
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2 x 4 SILL
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3'-6"
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WINDOW
OPNG.
(TYP,)
(DOOR OPNG.)
1 x 4 BRIDGING
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2'-0"
TYP.
2 x 4 BOT. PLATE
PLA TE
2 x 6 HEADER
JJ_
, T~1 1/2" DEEP NOTCH IN
:s TOP OF 2-2x6 BEAM
C'\j fJ EACH JOIST
~ 3/4" PLYWOD FLOOR
2 x 6 JOIST 2 _ 2 x 6 BEAM (TYP.) ~
SCALE: 1/2"=1'-0"
2 - 2 x 6 BEAM (BEYOND) ~
3/4" PL rtWOD FLOOR
2"x8" TRULOX PLA TE w/(4) NAILS
TOP & BOT. & (4) TOE NAILS (J
BOT. OF EA. S7VD (TYP. (J EA.
BENT &- TOP & BOT. OF END
WALL S7VDS)
SIDE ELEVA 770N wi DOOR & WINDOWS
SCALE: 1/2"=1'-0"
6" F2 x 4 OUTRIGGERS - SEE
-I - ISOMETRIC OF BLDG. FOR
I SPACING,
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1 x 3 BRIDGING 6:: ~ 1'---...
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as 6"_~ 1"''-. 3'-6" /"
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l.C) 2x4 2x4 ,'/ 2x4 ", 2x4 2x4
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1 x 4 BRIDGING -
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& Vr1NDOWS" FOR INFO:--- - - SEE "END ELEV.
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NOT SHOWN ~ ~ w/ DOOR" FOR INFO.
NOT SHOWN -
2 x 4 BOT. PLA TE T/PL YWOOD
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REfERENCE DRAWINGS
6" -l r
SIDE ELEVA TION wlo DOOR & WINDOWS
SCALf: 1/2"=1'-0"
~ARK
ISSUE
BY DATE MARK
USE 4 ROWS OF (3)-2x6 BEAMS
FOR 14'-0" ~DE BUILDINGS.
1" x 4" ALPINE PLATE (N.S. - r.s.)
(TYP. fJ EACH BENT)
2 x 4 COLLAR STRUT ()
EACH BENT
1 x 3 BRIDGING
1 x 3 BRIDGING
USE fJ)-2x6 BEAMS FOR BLDGS,
8'-0~ 10'-0" &- 12'-0" THA T
EXCEED 24'-0" IN LENGTH (TYP.)
iflNDOW OPENING
USE (2) TOE NAILS (MIN.)
4" ALUMINUM LAP SIDING ROOF
NOTCH TOP OF BEAM
TO ALLOW JOIST TO PASS
THRU - SEE "SIDE ELEV.
W/DOOR & Vr1NDOWS"
2 x 4 BENT (TYP.)
-
1 x 4 BRIDGING
3/4" PL YWOD FLOOR
2 x 4 BENT (TYP. - SEE
SIDE WALL ELEVS.)
Vr1NDOW OPENING
2 x 4 BOT. PLA TE (TYP.
ALL AROUND)
2x4BOT. PLATE
2"x8" TRULOX PLA TE
(TYP. () EACH BENT)
1" x 4" ALPINE
PLA TE. (N,S. - r.s.)
3/4" PL YWOD FLOOR
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TYP, ROOF SLOPE
2 x 4 COLLAR STRUT
x 3'-7" t () EACH BENT
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2 x 4 DOOR HEADER
1 x 3 BRDG. () MID,-
SPAN (TYP, FOR BLDGS,
10' x 16' &- LARGER)
2 x 6 HEADER
3'-6" ALUMINUM
DOOR W/ LOCK
2x4 2x4
2x4 2x4
6"
3'-6"
.
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(DOOR OPNG.)
2 x 4 BENT
VARIES W/ DOOR
OPNG. &- BLDG,
WIDTH
2x4 2x4
VARIES W/ DOOR
OPNG. &- BLDG.
WID TH
2x4 2x4
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ALUMINUM GUTTER (TYP.
ABOVE DOORS &- WINDOWS)
2 - 2 x 6 BEAM (TYP.)
1 x 4 BRDG.-
NO TCH 2 x 4
(TYP. f) EA.
BENT)
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1'-6" o.c.
AX (TYP,
2 x 4 BOT. PLATE
2 x 4 BOT. PLATE
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T PL YWOOD
ISOMETRIC OF BUILDING
END ELEVA TION wi DOOR
SCALE: 1/2"=1'-0"
DESIGN LOADS
1, FLOOR LIVE LOAD -------- 75 p,s.r. (JOISTS () 24" O,Cj
2. FLOOR LIVE LOAD ------- 125 p,s.r. (JOISTS () 16" O,C,
J. ROOF LIVE LOAD -------- 20 p,s.r.
4, WIND LOAD (120 M.P,H.} --- 26.49 p,s.r.
WIND CODES
THESE BUILDINGS MEET THE Vr1ND REOUIREMENTS OF THE
1997 STANDARD BUILDING CODE AND THE ASCE STANDARD
ANSI/ASCE 7-93.
L-6"
GENERAL NOTES
END ELEVA TION wi WINDOW
SCALE: 1/2"= 1'-0"
1, FLOOR JOISTS AND BEAMS SHALL BE NO. 2 SOUTHERN PINE (P. T.)
2, PL rtWOD FLOOR SHALL BE 3/4" THICK SOUTHERN PINE, 5 PL Y, EXTERIOR
GRADE, TONGUE AND GROOVE (S7VRD-I-FLOOR").
3. 2 x 4 WALL AND ROOF FRAMING SHALL BE NO.2 SOUTHERN PINE.
4, ROOF AND WALL SIDING SHALL BE 1/2" CORRUGA TED ALUMINUM WITH A
2.67" PITCH OR A 4" LAP SIDING WITH A 3/8" STEP. BOTH SHALL BE
MANUFAC7VRED FROM 0.019" THICK SHEET ALUMINUM 3003 H-14 ALLOY
5, THREADED FASTENERS FOR ALUMINUM ROOF AND SIDING SHALL BE I 8
MACHINE SCREWS INSTALLED ACCORDING TO SIDING MANUFAC7VRERS
SPECIFlCA TlONS.
6, ALL UN77iREADED WOD FASTENERS ARE BOX NAILS WITH A 0.131"
DIAMETER BY 3 1/4" LONG. UNLESS NOTED OTHERWISE.
7. ALL COLD-FORMED STRUC7VRAL STEEL CONNECTION PLA TES SHALL BE
20 GAGE (GALV.) ALPINE AND/OR TRULOX PLATES MANUFAC7VRED BY
ALPINE ENGINEERED PRODUCTS, INC, CONFORMING TO ASTM A446-87
GRADE A OR BETTER SPECIFlCA nON.
8. UNTHREADED FASTENERS FOR THE TRULOX CONNECTION PLA TES SHALL BE 0.1205"~
(11 Go,) x 1 3/8" SPIRAL SHANK TRUSS NAILS.
9. AS AN OP770N, (3) /12 THI1N SOLID COPPER Vr1RES RUN IN 1/2" CONDUIT
OPERA TES ONE INCANDESCENT LIGHT Vr1TH A SINGLE POLE WALL SWITCH.
10, FIELD INSTALLED ITEMS SUBJECT TO LOCAL APPROVAL:
A. TlEDOWN OF UNIT TO SITE.
B, ELECTRICAL CONNECTION FROM POWER SOURCE TO UNIT.
RE\1SlON
1 2" l' 0"
SCALE =-
DATE
EAVE STYLE BUILDING
TYPICAL PORTABLE SINGLE WIDE
SMITHB/L T INDUSTRIES, INC.
AUBURNDALE FLORIDA
94145 S-1
ISS.
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APPROVED BY
DATE
BY DATE
ORA.,."" BY TM
CHECKED BY W.J.M.
LAKELAND, FLORIDA
M
~ 1ft,~f:4
McCARTHY ENGINEERING, INC.
STRUCTURAL CONSULTANTS
CHECKED BY
I P!1!Q 1
PRMCT NO.