|
<br />w
<br />a::
<br />:;)
<br />f-
<br />U
<br />:;)
<br />a::
<br />f-
<br />rJ1
<br />f-
<br />rJ1
<br />o
<br />:r
<br />t:l
<br />z
<br />i=
<br />rJ1
<br />X
<br />W
<br />
<br />I
<br />I
<br />I
<br />
<br />1'<>---
<br />
<br />I
<br />11 i-=----
<br />, I
<br />-- WVARIES ~ f
<br />[! I
<br />~!]i
<br />I
<br />rJ1! I
<br />
<br />,~~jlL
<br />I
<br />I
<br />
<br />rr===i
<br />!
<br />
<br />OVERHANG VARIES
<br />
<br />w
<br />a::
<br />:;)
<br />f-
<br />U
<br />:;)
<br />a::
<br />f-
<br />rJ1
<br />f-
<br />rJ1
<br />o
<br />:r
<br />t.:)
<br />z
<br />i=
<br />rJ1
<br />~
<br />
<br />i
<br />
<br />~
<br />I
<br />
<br />00 NOT SLOCK
<br />FIRE EXIT WINDOW
<br />
<br />
<br />2. ~ FRONT WALL SEAl..
<br />SELECT 'l' FROM TABLE 2.1.1
<br />AND I OR TABLE 2.12
<br />USE 1.' = W/2 > OH.
<br />
<br />VARIES
<br />
<br />2. ~)' MINiMLlM
<br />SEE TABLE 22.1 AND / OR
<br />TABLE 222
<br />
<br />~
<br />
<br />ANCHOR WITH HEADER CHANNEL
<br />
<br />WOOD FRAME SHED WITH 2 ~ 4
<br />PRESSURE TREATED PINE PLATE
<br />ANCHORED TO CONCRETE wrm
<br />114' CONCRETE FASTENERS AT
<br />4'~'O,C.
<br />
<br />'.IID-SPAN SEAl,l SELECT l FROM
<br />TABLE 2,1.1 AND / OR TABLE 2.1,2
<br />FRONT WALL BEAl,l SELECT L FRO!.4
<br />TABLE 2,3
<br />SHADiNG TYPE 11
<br />DENOTES INT, POST '.lAX. ROOF AREA
<br />TABLE 2,1.\ AND / OR TABLE 2.'2
<br />SHADING TYPE I
<br />DENOTES EXTERIOR POST ROOF AREA
<br />SEE TABLE 22.1 AND / OR TABLE 22,2
<br />MiNi^,LlM 3' ~)' ~ 0,000' THRU-
<br />BOLTED TO HEADER POST A.'1CHOR
<br />TO CONCRETE SEE DETAIL REQUIRED
<br />POST TYPICAL
<br />
<br />
<br />",
<br />. , r I
<br />,I-- W -,I-- W -,f :
<br />,: , I
<br />/- W/2 -T'---' W -0" W/2>O,H, ,I-
<br />
<br />SINGLE WIDE ATTACH EO CARPORT
<br />
<br />DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
<br />
<br />w
<br />a::
<br />:;)
<br />f-
<br />U
<br />:;)
<br />a::
<br />f-
<br />rJ1
<br />f-
<br />rJ1
<br />o
<br />:r
<br />
<br />
<br />SEE ROOF CONNECTION DETAILS
<br />
<br />pOST TO BEAl,l SELECT FROM
<br />TABLE 2,3
<br />
<br />
<br />ROOF CONNECTION DETAILS
<br />SEE SECTION 7 DETAILS
<br />
<br />MIO-SPAN SEAIoI SIMPLE SPA.'1
<br />TABLE 2.1.1 A.'10 / OR 2.1,2
<br />
<br />POST S'ZE AND SPACING
<br />SEE TABLE 2,2.1 AND / OR
<br />TABLE 2,2,2
<br />
<br />w
<br />a::
<br />:;)
<br />f-
<br />U
<br />:;)
<br />a::
<br />f-
<br />rJ1
<br />f-
<br />rJ1
<br />o
<br />:r
<br />
<br />ROOF PANELS SEE
<br />SECTION 7 TABLES
<br />
<br />ROOF PANELS SEE
<br />SECTION 7 TABLES
<br />
<br />~
<br />! I
<br />VARIES -,i<
<br />
<br />3-1/2.2500 PS,I. CONCRETE SLAB
<br />WITH 6 x 6 WELDED WIRE MESH
<br />OR FISER MESH CONCRETE OVER
<br />VAPOR BARHIER
<br />
<br />!
<br />/ VA.RIES
<br />
<br />e--
<br />I
<br />I~
<br />--'<
<br />\ '
<br />L
<br />^
<br />
<br />POST TO SEAM SELECT FROM
<br />TABLE 2.3
<br />
<br />POST SIZE AND SPACiNG
<br />SE E TABLE 22.1 AND / OR 2,2,2
<br />
<br />3-112' 2500 P,S,I. CONCRETE SLAB
<br />WITH 6 ~ 6 WELDED WIRE MESH
<br />OR FiBER MESH CONCRETE OVER
<br />VAPOR BARRIER
<br />
<br />SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
<br />
<br />SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
<br />
<br />
<br />SEE CONNECTION DETAilS
<br />
<br />w
<br />::e
<br />o
<br />:r
<br />w
<br />..J
<br />iii
<br />o
<br />:l:
<br />t.:)
<br />z
<br />i=
<br />rJ1
<br />X
<br />W
<br />
<br /> PA.... OR COMPOSITE ROOF PANEL
<br /> SECTION 7 DETAJlS
<br /> TOP PLATE PRESSURE TREATED OR
<br />I WITH VAPOR BARRIER AT ALUMiNU!.4 ROOF
<br />I I
<br />I 2" ~ 4' LUMBER TOP PLATE @ ROOF w
<br />:l:
<br /> 0
<br />I I :r
<br /> w
<br />I I 2' x 2' ALUMINUM OR ..J
<br />2' x 4. LUMBER #2 S,P,F. (MIN,) iii
<br />I 0
<br /> :l:
<br />SHEATHING: t:l ~
<br />II II II 7/16' O,S,S. OR 1/2' PLYWOOD WITH ~ 1
<br />II I STUDS 24. ON CENTER OR STRUCTURAL
<br />GRADE TliERMA1.. PLY WITH STUDS AT ~ I
<br />I' I 16' ON CENTER
<br />lLI~ 2' x 4. PRESSURE TREATED PLATE WITH I
<br />318" x 4-112" CONCRETE A.'<CHORS AT
<br /> ~ 4'~' ON CE,'<TER I
<br /> SEE SLAB DETAilS
<br />
<br />SEE COi'iNECTION DETAILS
<br />
<br />
<br />12" x PAN (SEE TABLE) USE W
<br />TO SELECT PA." FOR REQUIRED SPAN
<br />
<br />W 1 VARIES
<br />
<br />FOR FRONT BEAM USE L;Wl2>OVERHANG
<br />
<br />~
<br />
<br />w
<br />a::
<br />:;)
<br />f-
<br />U
<br />:;)
<br />a::
<br />f-
<br />rJ1
<br />f-
<br />rJ1
<br />g
<br />t:l
<br />Z
<br />i=
<br />rJ1
<br />X
<br />W
<br />
<br />
<br />ANCHOR WtIH HEADER CHANNEL
<br />
<br />FRONT WALL BEAM
<br />SELECT l FRC!.4 TABLE 2,1,1
<br />A....D I OR TABLE 2,12
<br />'.110 SPAN BEAM
<br />SELECT L FROM TABLE 2.1.1
<br />A.'1D / OR TABLE 2,12
<br />SelECT SEAM FRO!.4 TABLE 1
<br />
<br />POST
<br />
<br />SHADING TYPE II
<br />SEE TABLE 22,1 A....D / OR
<br />A....D I OR TABLE 222
<br />
<br />SHADING TYPE 1
<br />SEE TABLE 2,21
<br />A.'<D I OR TABLE 2,22
<br />
<br />/- W/2 -,I---- W -/ Wl2>O,H, ,I-
<br />
<br />DOUBLE WIDE All"ACHED CARPORT WITHOLJT CENT[:R POST
<br />
<br />ATTACH SHED OR ROOM WALL TO
<br />HOST STRUCTURE W/ 1/4' x 3-1/4'
<br />TAPCONS @ 16' O,C. FOR MASONRY,
<br />#16d COMMON@ 16' D,C. OR #10 x 3-1/2'
<br />FOR WOOD, AND #10 x 2-112" S,!.4,S.
<br />FOR 1. x 2" ALU!.4INUM AND #10
<br />X 3-112" S.!.4,S. FOR 2' X 2' ALU!.4iNUM
<br />
<br />Ii
<br />l:=
<br />
<br />VARIES
<br />
<br />,I---- W -,I-- W -'" I
<br />:
<br />
<br />
<br />if =e--
<br />I
<br />I
<br />~
<br />
<br />ill
<br />a::
<br />:;)
<br />f-
<br />U
<br />:;)
<br />a:
<br />f-
<br />rJ1
<br />f-
<br />rJ1
<br />o
<br />:r
<br />
<br />ROOF PANELS
<br />SEE SECTION 7 TABLES
<br />
<br />)' RECEIViNG CHANNEL ANCHORS
<br />WITli (3) EACH #8 SHEET METAL
<br />SCRE\^IS AT 12' ON CE.NTER
<br />
<br />MID SPAN BEAI..I
<br />SEE SPAN TABLE 2,1,1 A.'1D / OR
<br />TABLE 2.12
<br />POST TO BEA.l,4 SELECT FROM
<br />TABLE 2,3
<br />
<br />POST SIZE AND SPACING
<br />SEE TABLE 22,1 A."lO/OR TABLE 2,22
<br />
<br />3-1/2' 2500 PSI CONCRETE SLAB
<br />WITH 6 X 6 WELDED WIRE MESH
<br />OR FIBER MESH CONCRETE OVER
<br />VAPOR BARRIER
<br />
<br />SECTION THROUGH DOUBLE WIDli~ARe~tW~C8.NTHWP~~T
<br />n.OVIDED ',l.S.I$', AND lOYAL ALUM~U
<br />DISCLAIMS ALL WAUANTIES, UlMSSEO Ol
<br />OllPU[D, INCLUOING aUT NOT Lo.cITEO TO. ALL
<br />WAMANTIES OF wuCHANT~lUTY OA FlTNUS
<br />fOIl A PAATlCU!.AA pUPJ'OSE. 1l0YAL ALUMIN\M
<br />DOES NOT 'flAlo.J..ANT THAT t<w."fY PIl00UCT WILL
<br />COWPLY 'lrll1i S1AT1! OIl LOCAL BUILDING coou.
<br />CUSTOIolW AU SOLll Y IlESl'ONSI!Lf. FOl
<br />UiSUllNG COWPUANU WITH t<w."fY AMI> ALL
<br />oovtJoMtENT AI. UGUUI TIONS-
<br />
<br />,.,/
<br />
<br />VARIES
<br />
<br />'"
<br />
<br />TliE DESIGNS AND SPANS SHOWN ON TliESE DRAWINGS ARE
<br />BASED ON THE LOAD REQUIREMENTS FOR TliE FOLLOWING
<br />COOES:
<br />1) STANDARD BUILDING CODE 1997, CHAPTER 16
<br />INCLUDiNG SSTD 1()"96
<br />2) BOCA NATIONAL BUILDING CODE 1996
<br />3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM
<br />RESISTANT CONSTRUCTION 1998
<br />
<br />ALUMINLlM POST AND SEAM
<br />
<br />SHEATliING:
<br />7/16' O,S,B. OR 1/2' PLYWOOD WITH
<br />STUDS 24' ON CENTER OR STRUCTURAL
<br />GRADE TliERMAL. PLY WITH STUDS AT
<br />16" ON CENTER
<br />
<br />2' X 4' PRESSURE TREATED PLATE WITH
<br />318' X 4-1/2' CONCRETE ANCHORS AT
<br />4'~' ON CENTER
<br />SEE SLAS DETAILS
<br />
<br />NOTES: 1. ANCHOR PANS TO HEADER CHA....NEl WITli (3) #10 x 112. S.M,S. WI WASHER.
<br />2. ANCHOR PANS TO ROOF BE..\"IoIS \VIm (3) #10 x 112' S,M,S, W/ WASHER.
<br />3. ANCHOR COLUMN TO CONCHETE FLOOR IV1TH (2) li4' x 3' CONCRETE ANCHORS.
<br />4, A.'<CHOR COLUMN TO BASE PLATE WITH 1.1/4. S,S. BOlT
<br />5, ANCHOR SHEETING AS FOLLO\\IS:
<br />A. PLYWOOD tI8d COMMON @ 6' OC. EDGES AND 12" D.C. iN FIELD
<br />B. STRUCTURAl GRADE TliERIoW.. PLY PER MANUFACTURERS RECOMMENDATIONS
<br />OR #13 x '-114. DeCK SCRE\^IS@6'0.C. EDGES AND 12' O.C. FIELD AB A MiNIMUM
<br />
<br />CARPORT WALL SECTION
<br />
<br />UTILl1Y SHED WALL SECTION
<br />
<br />
<br />I]) \;;
<br />o 0
<br />~ <D
<br />0) r-:.
<br />I]) I])
<br />x8"C'ojIl'l
<br />g~~~g
<br />
<br />20'~0)'.t
<br />. co..... C'oj "
<br />;)a.~X~1])
<br />lI"'c?<'Q
<br />-(f) l.l.go
<br />2<0:01])1])
<br />lJ.J Ot.,.!.
<br />;) .0'"
<br />.J~~-r<~
<br /><>-tl)~~Z
<br /><(f)"og
<br />::ttJ~ti<
<br />J:..Jo Z
<br />" 0)
<br />J: .....
<br />(/j .J
<br />:j ~
<br />
<br />...J
<br />~
<br />(/) :J
<br />o Z
<br />cL' ~
<br />:r: :;:
<br />vJ Z
<br />od C)
<br />(/)cn:3
<br />a:w
<br />W 0 ~
<br />>Cf)W
<br />Owo
<br />Ua:N
<br />O:Jz
<br />~t;Q
<br />n.:J!-
<br />. a: U
<br />Cf)!-W
<br />!-(/)Cf)
<br />a: ~
<br />O:J
<br />n. z
<br />a: -
<br />-< :;:
<br />U:J
<br />...J
<br />~
<br />
<br />.f-
<br />W ~ ~
<br />. '"' N
<br />Q..;5N
<br />rJ1....
<br />ti~Lt~
<br />Q.)(J.{!::
<br />Cf.-:i"f~
<br />~o,...:x
<br />C~>:ie",
<br />~@S;3~~
<br />-J"I:e_
<br />'~5~U~
<br />Wcoo-
<br />Q.)'~g:~
<br />uffi:>l~u..
<br />cUJ"'w
<br />Q.)~~f-
<br />L. ~ <lJ
<br />3:UJci
<br />ca$~
<br />_Jl'G
<br />I
<br />I'
<br />J
<br />
<br />~~~;LOAD CONVERSION: fA~,EP 1)3 0 L
<br />
<br />SPA.NS AND HEIGHTS FROM TABLES ARE BASED ON A 120 M.P.H. / /
<br />WIND LOAD. TOCONYEHTTOA140M,P,HWiNDLOADMULTIPlY, // 'j
<br />SPA.NS AND HEIGHTS BY 0,85 (/7 I
<br />
<br />/, Ii
<br />
<br />JOB NAM,,:
<br />
<br />ADDRESS:
<br />
<br />~. ' a i
<br />..LiP I.! C ,'\../)<;"1 f..+ ",/'1
<br />to,) -') if A (Lft-r-~r <; r
<br />h;Z.P ))., JtJ.Ji l....l.s.) p~.
<br />~, J? !,-I..( /
<br />
<br />DRAWING FOR ONE PERMIT DNL Y
<br />
<br />1
<br />
<br />OF
<br />
<br />7
<br />
|