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<br />saECi 't' FROM TABLE 2. 1,1
<br />AND I OR TABLE 2. 1.2
<br />USE 1.: = Wf2 + O.H.
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<br />VARIES
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<br />seE TABLE 2.2. 1 AND I OR
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<br />WOOO FRAME SHED Wffii 2 x 4
<br />PRESSURE TREATED p~"IE PI.A rE
<br />....'ICHCRED TO CONCRETE wm-i
<br />'f.. CO~ FAST~NERS AT
<br />4'.(1" O.C,
<br />MID-SPA1>1 BEAM SaECT L FROM
<br />TABle 2.1,' AND I OR TABLE 2.12
<br />FRONT WALl. i3CAM SC'LECT L FROM
<br />7' ABLE 2.3
<br />S'riADING TYPE II
<br />DENOrES INT, POST MAX. ROOF AREA
<br />TABlE 2. I. I AND I OR TABLE 2. 1.2
<br />SHADiNG TYPE I
<br />DENOTES EXTERIOR POST ROOF AREA
<br />sa: TABlE 2.2.1 AND I OR TABLE 2.2.2
<br />MINIMUM 3. x 3" x 0,000" THRlJ.
<br />80l reo TO HEADER POST ANCHOR
<br />TO CONCRETE SEE DETAIl REQUIRED
<br />POST iYPlCAI. S~
<br />
<br />SINGLE WIDE ATTAC-HED CARPORT
<br />
<br />DOUBLE WfDE ATTACHED CARPORT WITH CI::NT~R POST
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<br /> SEE ROOF CONNECTlON DETAilS
<br /> I POST TO BEAM SELECT FROM
<br /> TABLE 2.3
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<br />.: .... ROOF ?N-IElS see II
<br />Ll POST SIZE AND SPACiNG ()
<br />:::: ROOF PANELS see S€e TABLE 2.2. 1 MO I OR ;:)
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<br />.... SECilON 7 ,ABlES TABLE 2..2.2 .... SCC1'10N HAStES II
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<br /> 3-,12" 2500 ?S,!, CON~EIC SLAa J:
<br /> WlTrl 5 x 5 WELDED WIRE MESH I
<br />, / VARIES , / OR FlaER MeSH CONC^E11: OV-e,R T VARIES
<br /> VAPOR BARRIER
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<br />ROOF CONNECTlON DETAILS
<br />SEE SECTION 7 DETAILS
<br />
<br />MlO-S?AN BEAM SiMPlE SPAN
<br />TABLE 2.,. I AND lOR 2. 1.2
<br />
<br />POST TO BEAM SaECT FROM
<br />TABLE 2.3
<br />
<br />POST StZE AND SPACONG
<br />SEE TABLE 2.2. 1 AND / OR 2.2.2
<br />
<br />3-,12" 2500 P.SJ, CONCRETE st.AS
<br />WITH 6 x 5 'NELDED WIRE MESH
<br />OR FlBER MESH CONCRETE OVE.~
<br />VAPOR BARRlER
<br />
<br />SECTION THROUGH SINGLE WIDE ATTACHED CARPORT
<br />
<br />SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
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<br />UTI lilY SHED WAll SECTION
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<br />FRONT WALl BEAM
<br />SaECT L FROM TABLE 2. 1.1
<br />AND I OR TABLE 2.,.2
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<br />Sa.ECT L FROM TABlE 2. 1,'
<br />AND / OR TABLE 2. '.2
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<br />3. RECENlNG CHANNEL ANCHORS
<br />Wlrn (3) EACH /Ill SHEET METAL
<br />SCREWS AT,Z' ON CE.'<TER
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<br />1.110 SPAN BEAM
<br />SEE SPAN TABLE 2.", AND lOR
<br />TABLE 2.1.2
<br />POST TO BEAM SaECi FROM
<br />TABLE 2.3
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<br />SEE TABLE 2.2. , ANOIOR TABLE 2.2.2
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<br />V A?OR 6ARRJER
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<br />SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
<br />
<br />Tl-lE DESIGNS AND SPANS SHOWN ON Tl-lESE DRAWlNGS ARE
<br />BASED ON Tl-lE LOAD REQUIREMENTS FOR TI;E FOllCWING
<br />CODES:
<br />
<br />'I STANDARD BUILDING COOE '997, CHAPTER 18
<br />INClUDING ssm,0-96
<br />2) 80CA NATlONAL BUIlDING COOE,996
<br />3) TDAS OEFAAThlENT Of INstJAA"ICE WlNOSTORM
<br />RESIST NiT CONSTRUCTlON ,99a
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<br />WIND LOAD TO SNOW LOAO CONVERSION T,A.,BlE;
<br />~ YR SHOW LOi'O 0ES>Gl< ~ LOi'O WINO LOIIC IllUI..DIHG ~
<br />5 - 2S II/so. FT, 3.'5 jJ SQ. FT, 95 M?H / OPEN
<br />25-30 II/ SQ. FT, 61-70 II/ SQ. FT, '00 loIPH I OPEN
<br />3',35 II / sa. FT, 61-70 II / so. FT. '20 MPH / OPEN
<br />JS.,sQ II / sa. FT, 61.70 II / sa. FT. "0 !.l?H I ENCl..OSED
<br />61,70 II I sa. FT, 6',70' / $0, FT. '20 !.l?H / E.~ClDSEO
<br />saEC'T IffX# 011 WIoU ioOElo'6ERS F"OW ~ n ......0 LCNl T..au.
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<br />TEXAS CONVERSION TABle:
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<br />
<br />WINO ZONE
<br />SEAWARD Of' I.C,W, .
<br />IN1.ANO Of' I.C.W. .
<br />. INTERCOASTN. WATER<NAY
<br />
<br />J06 NAME:
<br />ADDRESS:
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<br />DRAWING FOR ONE PERMrT ONLY
<br />
<br />1
<br />
<br />OF
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<br />7
<br />
<br /> SeE CONNECTION DETAILS SEE CONNECTlON DETAILS
<br /> I p....~ OR COMPOSITE ROOF PANR ATTACH SHED OR ROOM WAlL TO
<br /> I SECT10N 7 DEiAllS HOSi STRUcnlRE WI .,/.. x :>1/..
<br /> TOP ~TE PRESSURE TREATED OR TAPCONS@'6"O,c. FOR!.'.AS()NRY,
<br /> Wlll-i VAPOR BARRlERAT AlUMINUM ROOF '16d COMMON@ 16" D.C. OR #10 1(3-112"
<br /> FOR WOOO, ANO 110 x 2.'12" 5.M.5.
<br />Ul I Z' x ..LUM6ER TOP Pl.ATE @ ROOF w FOR ,. x Z' AlUMINUM AND 110
<br />~ I ~ 12" x PAN (SEE TABlE) USE W x 3- 112" $,1.1,5. FOR 2" J( 2" AlUMINUM
<br />g \ ::c TO SaECT PAN FOR REQUIRED SPAN
<br />w I w
<br />-' Z' " Z' AlUMiNUM OR -' -- AlUMINUM POST AND BEAM
<br />25 ai
<br />0 I I Z' x ..LUMBER #2 SP.F, (MIN.) 0
<br />~ II I I ::s
<br />0 I SHEATHING: '"
<br />z II <:: IV 1 VARIES SHEATHING:
<br />;:: I 7/16" 0.S,6, OR 112" P1.. YWOOO wrTI1 ;:: 7/16" 0.S,6, OR 112" PI. YWOOO 'MTH
<br />'" il II ST1JDS 2.' ON CENTER OR STRUCT1.IRAL II) ST1JOS 2.. ON CENTER OR STRUCTURAL
<br />x il x
<br />Ul GRADE Tl-lERMAL PI. Y Wffii STUOS AT w FOR FRONT BEAM use L<WI2+OVERKANG GRADE Tl-lERMAL PlY WITH Si\IOS AT
<br /> :t
<br /> II q \1 \i~ 16" ON CeNTE!~ ',6" ON CE."TER
<br /> I, il
<br /> i! Z' x.. PRESSURE TREATED ?\.ATE WlTl-l I Z' x.. PRESSURE TREATED Pl.ArE 'NtTrl
<br /> I II 'I 318. x 4-,12" CONCRETE ANCHORS AT Z 318. x 4-112" CONCRETE ANQ1QRS AT
<br /> ~ .'-']' ON CE."TER .'.(1" ON CENTER
<br /> SEE StAS OET AILS SEE SLAB DETAIlS
<br />
<br />NOTES: I. ANCHOR p...."IS TO HEADER CHA"'NEL WlTH (3) 110 x ,12" S,M.S, WI WASHER.
<br />2. ANCHOR PANS TO ROOF B~ 'NtTrl (3)110 x \12" S.M.S. W/ WASHER.
<br />3. ...."'CHOR COlUMN TO CONCRErE flOOR Wlrn (2) ,~. x 3. CONCREIC ANCHORS,
<br />4, ANCHOR COlUMN TO BASE Pl.ArE WlTH 1-\1.. S,s. 601. T
<br />5, ANCHOR SHEETING ,'5 FOllOWS;
<br />A. PlYWOOD #Sd COMMON @ 6" O.C, EDGES ANa 1r D.C. IN FIRD
<br />B. STRUCT1JRAL GRADE Tl-lERMAl PlY PER MANUf ACnJRERS RECOMMENOATlONS
<br />OR #6 x 1-'14. OECX SCREV\'S @ 6" O,C. EDGES AND \2" D.C. FIELD AS A MINIMUM
<br />
<br />CARPORT WALL SECTION
<br />
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