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<br />AND lOR TABLE 2.1.2
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<br />TABLE 2.3
<br />
<br />?CST SIZE AND SPACiNG
<br />seE TABLE 2.21 AND I OR
<br />TABLE 2.2.2
<br />
<br />3-1rz. 2500 ?S.1. CONCi'lETE SLAa
<br />'MT"rl 5 x 5 WEl_DED W1RE l,IESH
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<br />114' CONCi'lETE FASTENE,RS AT
<br />4''<)'0.C.
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<br />MID-SPAN SEAM SELECT L FROM
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<br />FRONT WALl. BEAM SELECT L FROM
<br />TABLE 2.3
<br />SHADING TY?E II
<br />DENOTES iNT. ?CST ,Y.AJ( ROOF AREA
<br />TABLE 2.1.1 AND I OR TABLE 2.1.2
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<br />MINiMWM 3' x 3. x 0.060' rrlRU-
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<br /><'looF CONNECTION DETAILS
<br />SEE SECTION 7 DETAILS
<br />
<br />MID-SPAN BEAM S,MPlE SPAN
<br />TABLE 2.1.1 .....'10' OR 2.1.2
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<br />?CST 70 SEAM SELECT FROM
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<br />?CST SIZE .....'10 SPACiNG
<br />SE: TABLE 2.2.1 .....'1D I OR 2.22
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<br />3-112" 2500 P.S.1. CONCRETE S~
<br />WITH 5 x 5 WELDED W1RE '-\ESl1
<br />OR FIBER MESK CONCRETe: OveR
<br />VA?OR 5AR"IER
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<br />SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
<br />
<br />".....'l OR COMPOSITE ROOF PANEL
<br />SECTlON 7 DETAILS
<br />
<br />TO? ?\.ATE PRESSURE TReATED OR
<br />W1rrl YA?OR BARRIER AT AL.UMINUM ROOF
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<br />2" x 4' LUMBE" TO? ?tATE @ ROOF
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<br />2" x 2" AL.UMIN\,;M OR
<br />2" x 4' LUMBER #2 S.P.F. (MIN.)
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<br />SHEA THING;
<br />7,',5" o.s.a. OR 112" PL mOOD WIT:-1
<br />sruos 24' ON CENT'i:R OR S"iRliCTV?Al
<br />GRADE 11iERMAl ?l Y ..vlT"rl Sil.JOS AT
<br />, 5' ON CENTEH
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<br />'l' x 4' ?RESSURE TREATED PLA,TE WIT"rl
<br />318' x 4-112" CONCRETE ANCHORS AT
<br />4'.;)' ON CENTe.~
<br />SEE S~ DETAILS
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<br />UTILITY SHED WALL SECTION
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<br />SEE CONNECTION D::;AllS
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<br />i~:~~cXAR;:~~kJ*~l. 1
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<br />DRAWING FOR ONE PERMIT ONLY
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<br />SELECT L FROM TABLE 2.\\
<br />.....'1D I OR TABLE 2. 12
<br />MID SP.....'l SEAI.l
<br />SELECT L FROM TABLE 2.11
<br />...."'01 OR TABLE 2.12
<br />SELECT SEA'" FROM TABLE ,
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<br />ANCl10R WlTrl HEADER Cl-'..A....,...El
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<br />VARIES
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<br />?CST
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<br />SEE TABLE 2.2 I .......0 1 OR
<br />........0 I OR TABLE 2.2.2
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<br />SEE TABLE 2.2.'
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<br />3' RECcMNG CHA....NEL A"CHCRS
<br />Wlrrl (3) EACH:;a SHEET '-\E"7AL.
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<br />SEE SPAN TABLE 2. U AND I Cil.
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<br />TABLE 2.3
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<br />?CSi SIZE ......0 SPAC;NG
<br />SEE TABLE 2.2.' AND/OR TABLE 2.2.2
<br />
<br />3-\12" 2500 PSI CONCRETE SlA3
<br />WITrl 5 x 5 WaSE!) WIRE l,IESH
<br />OR FIBER MESH CONCRS"E O~R
<br />VA?OR 5ARRIER
<br />
<br />VARIES
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<br />
<br />ATTACH SHED OR .ROCM WAL.L TO
<br />HOST STRUCrtJRE WI \i4' x 3-1/4'
<br />TA?CCNS@',0'0.C.FOR!MSON1W.
<br />#\6d COMMON @ ',5" O.C. CR ~\O x 3-'12"
<br />FOR WOOD. AND #'0 x 2.112" S.M.S.
<br />FOR ,. x 2" AL.L.:MiN\';!,4 A'ID ~10
<br />x 3-\12" S.M.S. FOR;:- x Z' AL.L.:MiNtiM
<br />
<br />THE DESIGNS A'ID SP.......S SHOWN ON ~ESE !)RAIVI,'IGS ARE
<br />~ED ON ~E LOAD REQUIREMENTS FOR THE ;:OUCWING
<br />COCES;
<br />1) STANOAi'lD 3UILDING COOE 1S97, CHAPTSR 15
<br />INCLUDING ssm ,O-~
<br />2) BOCA NAT10NAl3UILDiNG CODE 1996
<br />3) ic:.XAS DEPARTMENT OF iNSURA...ce ..ViNOSTORM
<br />RESIST........T CONSTRUCTlON \gsa
<br />
<br />WIND LOAD TO SNOW LOAD CONVERSION TABLE:
<br />: ;0 'fR SNCW LCAD I DESIGN SNCW LCAD 1"""0 l:.-.D I ~W:LD:NG ~
<br />15 - 25 ill sa. FT. 3.15# I sa. FT. 95 MPH IOPE,'1
<br />126-30 III SQ. FT. 61.70/1 I sa. FT. 100 MPH / OPEN
<br />,j1-35111 SQ. FT. 61.70/1 I SQ. FT. 120 MPH /OP"'N
<br />3S-OO III SQ. FT. 61.70/11 SQ. FT. "0 MPH I E."OWSED
<br />6\.70/11 SQ. FT. 61.70 III sa. FT. 120MPH I ENC'.OSED
<br />sELf~ llOOF ~ "''''-l.1o<Elo'8ERS ""'" ~"'TE ""'0 Lc,..o ''''''-ES.
<br />
<br />AL.c.;MINUM ?CST AND 3EAM
<br />
<br />SHEArrlING:
<br />7/16' 0.5.3. OR 112" "I..mooo 'M111
<br />sruos 24' ON CE.'ITE.R OR SiRUCil.JRAl
<br />GRADE THERMAl ?l Y W1TH Si1.JOS AT
<br />15" ON CENTER
<br />
<br />2" x 4. PRESSURE TREATED ?\.ATEMrrl
<br />318' x 4- 112" CONCRETE MCHORS AT
<br />4'.<)" ON CENT'i:.R
<br />SEE S~ DETAILS
<br />
<br />,. ANCHCR P......S TO HEADER Cl-'..A....NEl wtn, (3) 11'0 x '/2" S.M.S. WI V...ASHE.=<.
<br />2. ANCHOR PANS TO ROOF 3EAMS IVlTrl (3) #10 x 1/2' S.M.S. WI WASHER.
<br />3. ANCHOR COLUMN TO CONCRETE FLOCR.Vlr" (2) 114' x 3" CONCRETE ANCHORS.
<br />4. ANCl-'OR COtL.:M.... TO 3ASE ?\.ATE.ViTH 1.114' SS. BOLT
<br />5. ANCHOR SHEETING AS FOlLOWS:
<br />A. PLYWOOD #8d COMMON @ fjj' OC. EDGES AND , 2" O.C. i'l FIELD
<br />3. STRUCruRAl GRADE THERMAl?l Y PER iMNUFACil.JRERS RECOMMENDATIONS
<br />OR ~ x '.1/4' DEC.\( SCRE'....S @ 6' O.C. EDGES .......0'2.0.0. FIELD AS A MINIMLM
<br />CARPORT WALL SECTION
<br />
<br />
<br />
<br />CONVE.RSIO'l FACTORS
<br /><'looF I
<br />0.67
<br />0.74
<br />
<br />MND ZONE
<br />SEAWARD OF IC....... .
<br />INLA."D OF LCW. .
<br />
<br />. iNTERCOASTAl WATERWAY
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<br />ADDRESS:
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