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" , I I: I LlJ c:: :l .... l) :l c:: l- V) .... V) o J: l-' Z i= V) X LlJ Ii: i: i Ii i :1 i ill ill nl~ III I, L ~g'l I ,I L' ~ II i I' ~ ,I -<:- I DO NOT BLOCK FIRE EXIT WINDOW - WVARJES OVERHANG VARIES .. x FRONT WALL BEAM SELECT 'L' FROM TABLE 2,\.1 AND I OR TABLE 2.1,2 USE 'L' : Wf2 . O,H, .. x )' MINIMUM SEE TABLE 2,2,' A."ID I OR ,ABLE 2,2,2 SINGLE WIDE ATTACHED CARPORT LlJ c:: :l .... l) :l c:: l- V) .... V) g ! ROOF pA....ns SEE SECTION 7 TABLES Ii I' 11 I ~ --- VARIES SEE ROOF CONNECTION DETAILS POST TO BEAM SELECT FROM TABLE 2,) POST SIZE A....D SPACING SEE TABLE 2,2,1 A."ID I OR TABLE 2,2,2 3-1f2' 2500 PS.I, CO"'CRETE SLAB W1rri 6 x 6 Vl'ELDED W1RE MESH OR FIBER MESH CONCRETE OVER VAPOR BA.qRIER LlJ c: ~ l) :l c: l- V) .... V) g l-' Z f= I/) X LlJ VARIES I ~W r- Wf2 / ii I II ' ~, Ii!' : I ~ ~I: II I! irv1i , II I . " I 1- A....CHOR WITH HEADER CHA....NEL WOOO FRAME SHED WITH 2 x ~ PRESSURE TREATED PINE PlAT! A.'1CHORED TO CONCRETE WITH 1/4' CONCRETE FAST!NERS AT ~,,,,. O,C, MID-SPA.'1 BEAM SELECT L FROM TABLE 2,\.1 AND I OR TABLE 2,\2 FRONT WAlL BEAM SELECT L FROM T A.'OLE 2,) SHADiNG TYPE II DENOTES INT, POST MAX. ROOF AREA TABLE 2,1.1 A....D I OR TABLE 2.1,2 Sh.Io,!)ING TYPE I DWOTES EXTERIOR POST ROOF AREA SEE TABLE 2,2.1 A....D I OR TABLE 22,2 MINIMUM )' x )" x 0,000" THRU- BOLTED TO HEADER POST A....CHeR TO CONCRETE SEE DETAIL REQUIRED POST TYPICAL >0;-- I ' W -'I' i , DOUBLE Vv[1)[i ATTACHED CARPORT WITH Cf:NTF:R POST W --7' W,J2-0,H, ;"- ROOF pA....ns SEE SECTION 7 TABLES / VARIES ---------- ROOF CONNECTION DETAilS SEE SECTION 7 DETAilS MID-SFA."/ BEAM SIMPLE SPA.'1 TABLE 21.1 A."/D I OR 2,',2 POST TO BEAM SELECT FROM TABLE 2,) il I' 'i Ii - , --- POST SIZE A....D SPACING SEE TABLE 2,2,' AND I OR 2,22 3-'.'2" 2500 PS,I. CONCRETE SlAB WITH 6 x 6 Vl'ELDED WIRE MESH OR FISER MESH CONCRETE OVER VAPOR BARRIER ;' SECTION THROUGH SINGLE WIDE ATTACHED CARPORT SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST SEE CONNECiIO" DETAILS LlJ ~ ~ W I -- c: o ~ l-' z >= I/) x w I, ," ~ ; " " II I I I II I I,~ ~ PA."/ OR COMPOSITE ROOF PA."EL SECTION 7 Dei A1'LS TOP PlAT! PRESSURE TREATED OR IV1TH VAPOR BAJ~RIER AT ALUMI....UM ROOF 2" x ,. LUM9ER TOP PlAT! @ ROOF .. x 2" ALUMINUM OR 2" x~. LUMBER.2 S,P,F (MIN,) SHEATHING: 7/16" O,S,9, OR 1.12" PL'I'\'I'ooD W;TH STUDS 24' ON CENTER OR STRUCT1JRAL GRADE TI-lERMAl. PLY WITH STUDS AT '.6" ON CENTER 2" x " PRESSURE TREATED PlAT! WITH 318. x 4-\.12" CO....CRETE A....CHORS AT 4'.0' ON CENTER SEE SlAB DETAILS UTILITY SHED WALL SECTION SEE CONNECTION D:7A.ILS w ~ ~ w -- c: o ~ ~ f' ~ I' X w I I I I 12" X PA."/ (SEE 'ABLE) USE W TO SELECT PA.'i FOR REOUIRED SPA.'i WI VA.'\IES ! I II " I I I I I I, I~ ~ ----- FOR FRONi SEAM USE L.W1200VERHA....G LlJ c: :l I- l) :;) c:: f- I/) .... I/) g l-' z f= V) X LlJ VARIES A....CHOR WITH HEADER CHA.....NEL FRONT WALL BEAM SELECT L FROM TABLE 2,U A....D I OR TABLE 2. \,2 MID SPA."4 BEAM SELECT L FROM TABLE 2,U A....D I OR TABLE 2,12 SELECT BEAM FROM TABLE 1 POST SHADING TYPE II SEE TABLE 2,2,1 A."D I OR A....D I OR TABLE 2.22 SHADiNG TYPE 1 SEE TABLE 2,2.' A....D I OR TABLE 2.2,2 I I : I II ,<--- W -------/- W -----I' : I I r- Wf2 / W -,t' Wf200,H. ;"- ATiACH SHED OR ROOM WALL TO HOST STRUCTURE WI '14' X 3-11'" TAPCO!'>S @ ',6' O,C. FOR I.'ASO....RY. ",60 CO""I.ION @ IS. OC, OR '10 X 3-1.12. FOR WOOD, A....D '10 X 2,',.12" S,MS, FOR" X 2" AlUMI....UM A....D ',0 X 3-,.12" S,M,S, FOR 2" X 2" ALUMINUM DOUBLE WIDl: ATTACHt:D CARPORT WITHOUT CENTER POST )' RECEMNG CI-V......NEL .......CHORS Wlr" (3) EACH tS SHEET METAL SCRElVS AT 12" 0.... CE"iER 1.'.10 SpA.... BEAM SEE SPAN TABLE 2, U ""'ID I OR TABLE 2,1,2 POST TO BEA.... SELECT FROM TABLE 2,) LlJ c: :;) .... l) :l 0:: .... I/) .... V'> g RDOF PA.'IELS SEE SECTION 7 TABLES VARIES ~ POST SIZE ""'1D SPACI....G SEE TABLE 2.2,1 A.'iDiOR .ABLE 222 3-, ,'2" 2500 PSI CONCRfiE SLAB Wlr" 6 X 6 WELDED WIRE MESH OR FiBER MESH CONCRETE OVER VAPOR BARRIER ~~ SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST AlUMI....UM POST AND BEAM SKEA THI....G: 71',6' O,S 9, OR 1,'2" PLYWOOD IV1TH STUDS 2" ON CENTER OR STRUCTURAL GRADE i'rlERIM!. PLY IV1TH STVDS AT 16" 0.... CENTER 2" X 4' PRESSURE TREATED PlATE IV1TH 1'&' X 4-'.12" CONCRETE A....CHORS AT ~,,,,. 0.... CENTER SEE Sl..A5 DET AilS NOTES: " A....CHOR P.......S TO HEADER CHA....NEL WITH ())"0 X 1.'2' SM S, WI WASHER. 2 ANCHOR PA....S TO ROOF 6EA.~S W1TH (3) '10 X "2' S,MS, WI WASHER. 3 ANCHOR COLUM'I TO C01'lCRETE FLOOR IV1TH (2) '''',)" CONCRETE ANCHORS, 4 ANCHOR COLUMN 10 BASE ?LATE WITH '.'14' SS, BOLT 5 ANCHOR SHEETING AS FOLLOI'>'$, .... Pl '1'\'1'000 ~ COMMO.... @ 6" 0 C, EDGES .......0 12. OC IN FIELD EI. STRUCTURAl. GRADE THERIM!. PLY PER iJ.A.'IUFACTURERS RECOMMENDATIO!'>S OR l:E X 1.\14' DECK SCREWS @6'OC, EDGES .......0 12' O,C, FielD AS A Mi....iMUM CARPORT WALL SECTION THE DESIGNS A."ID SPA....S SHO\"N ON THESE DRAWINGS A.l;.E BASED 0.... TI-lE LOAD REOUIREMENTS FOR n:E FOUCWING CODES: '1 ST....'1OAR.D BUILDI....G CODE 1sg7. CKAPTER 16 INCLUDING ssm '0-96 2) BOCA ""TIO"Al BUILDING CODE 1m )) TEXAS DEPAR;1,lENT Of INSUR.A.'Ice W,NDSTORM RESIST...."IT CONSTRVCTIQN 1m W1NO LOAD TO SNOW LOAD CONVERSION TABLE: 50 Y1't S>IOW LCAJl Df.SIG'" SNOw Lc,..o W\"'O Lc.o..:lI IlVllD<!<C ""'" S-25,ISO,FT. )-,S.ISOFT, 95M?H/OPEN 26-30' I SO, FT, 6',70. I sa, FT, 100 MPH I OPEN 31,)5./sa,FT, 6',70'ISQ,FT, '20 MPH/OPEN 36-OO./SO,FT, 6',70.ISO,FT, "0 M?H I ENCLOSED 61,10..' sa, FT, 6',10.1 So, FT, 120 MPH I ENCLOSED SELE~ ~~ ~"'.rr..L.l. ~(\.teE.FU FR"OtJ A.P'P'R~.....n M""~lo,..o~~S TEXAS CONVERSION TABLE: W,NO ZONE SE.A\\A.qD OF ICW. . INLA.'1D OF I C W, . INTERCOASTAL WATERWAY JOB NAME: ADDRESS: DRAWING FtlR ONE PERMIT ONLY ....J <:: (f.) :) OZ W<:: I~ (f.)Z ~t.:)(f.) (f.)(f.)....J a:: ill wo~ >C/)w oWO ()a::N o :) j::I-Z -< () 0 Q.. ~ ~ (f.) I- W I-(f.)(f.) a:: ~ 0:) Il. Z a:: _ <~ ()::> ....J <:: ,... ill ~_ , '"' N o..s~ ",0"1 ~-~r1.... Q)U<';:: C~~;!~ CI.U>:;e:g Q)~<:;";' cno~~;e -J___ ,\!:'>-w;; ill (jj:;)o Z '" o 0- I/) .,.. >< Q)';''''6:< ()~"'wu. I.U n __ C I.U ~ w Q) ~ ~ .... t- ~ Q 3 ~ 0 C\Js;Q. -liJ OF 7