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UJ c:: ~ f- () ~ a: f- '" f- '" o J: l.:) z f= '" X UJ 00 NOT BLOCK i Ii FIRE EXlT WINDOW 'I i ill il~_ ~L WVARlES ~ II ~~ i i L ~ I , ~ I ! It.:.", OYERTlANG VARIES 2" x FRONT WAlL BEAM SElECT 'l' FROM TABLE 2.1.1 AND / OR TABLE 2.1.2 USE 'l' = W/2 + O.H. 2" x 3. MINIMUM SEE TABLE 2.2.1 AND / OR ,ABLE 2.2.2 SINGLE WIDE ATTA'Ci-lED CARPORT SECTION THROUGH SINGLE WIDE ATTACHED CARPORT / UJ c:: =' f- () ~ a: f- III f- '" o J: ROOF PANELS SEE SECTION 7 i ABLES ~ ,/' VARIES ,;' SEE CONNECTION DETAILS w g W .,J ~ :l l.:) z >= tI) x w SEE ROOF CONNECTION DETAILS POST TO BEAM SELECT FROM i ABLE 2.3 POST SIZE AND SPACiNG SEE TABLE 22.1 AND / OR TABLE 2.2.2 3-112" 2500 P.S.I. CONCRETE SLAB WlTrl 6 x 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRIER UJ a: ~ f- () ~ a: f- tI) f- '" o J: l.:) z f= '" X w VARIES ANCHOR WITH HEADER CHA~NEl L WOOO FRAME SHED WITH 2 x 4 PRESSURE TREATED PINE Pl..ATE ANCHORED TO CONCRETE WITH 114' CONCRETE FASTENERS AT 4'.()"O.C. MID-SPAN BEAM SELECT L FROM TABLE 2.1.1 AND / OR TABLE 2.12 FRONT WAll BEAM SELECT L FROM TABLE 2.3 SHADING 'TYPE II DE.'IOTES INT. POST MAX. ROOF AREA TABLE 2.1.1 AND / OR TABLE 2.12 SHADiNG 1Y?E I DENOTES EXTERIOR POST ROOF AREA SEE T,\8LE 2,2.1 AND / OR TABLE 2.2.2 MINIMUM 3. x 3. x 0.060" THRU- BOLTED TO HEADER POST ANCHOR TO CONCRETE SEE DETAIL REQUIRED POST TYPICAL i ;I'-- W i ,!- W/2 ;' , I ~ I Ii ,.' W ----------1" W - -J WI2+O.H, . ~:.~ DOUBLE WrDE ATTACHED CARPORT WITH GENTE:R POST PAN OR COMPOSITE ROOF PANEL SECTION 7 DETAILS w a: ~ f- U ~ a: f- '" f- V) o J: ROOF PANELS SEE SEcnON 7 TABLES , VARIES .------------- ROOF CONNECTION DETAILS SEE SECTION 7 DETAILS MID-SPAN BEAM SIMPlE SPAN TABU: 2.1.1 AND / OR 2.1.2 POST TO BEAM SELECT FROM TABLE 2.3 II II~ . -':< POST SIZE AND SPACING SEE ;,\aLE 2.2. 1 AND / OR 2.2.2 3-112" 2500 P.S.L CONCRETE Sl.A8 WITH 5 x 6 WELDED WIRE MESH OR FI':;ER MESH CONCRETE OYER VAPOR BARRJER )' SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST Aw t1.i~ TOP ?\.ATE PRESSURE TREATED OR Wl111 VAPOR BARRIER AT AlUMINUM ROOF 2" x 4'LUMBER TOP Pl..ATE @ ROOF 2" x 2" AlUMINUM OR 2" x 4. LUMBER _2 S.P.F. (MIN.) SHEA111ING: 7116" O.S.B. OR 1!2" PLYWOOD WITH ST1JOS 24' ON CENTER OR STRUCTURAL GRADE 11-IERMAl PlY 1'1111-1 STUOS AT 16' ON CENTER 2" x 4' PRESSURE TREATED PlATE WITH 318' x 4-112" CONCRETE ANCHORS AT 4'.()" ON CENTER see SLAB DETAILS UTILl1Y SHED WALL SECTION seE CONNECTION DETAILS ~ I J: I II ~ 1 x ~ ! 12" x PAN (SEE TABLE) USE W TO SELECT PAN FOR REQUIRED SPAN W 1 VARIES I r 1:= FOR FRONT BEAM USE L=WI2+OVERHANG w c: i: u ~ r: V) f- V) o J: l.:) z f= V) ~ V ARIES -'\< ! ANCHOR WITH HEADER CHANNel FRONT WAll BEAM SELECT L FROM TABLE 2.1.1 AI-.JD / OR TABLE 2. 1.2 MID SPAN BEAM SelECT L FROM TABLE 2.1.1 AND / OR TABLE 2.1.2 SELECT BEAM FROM T A8LE I POST SHADING 1i'PE II SEe TABLE 2.2. , AND I OR AND / OR TABLE 2.2.2 SHADiNG TYPE 1 SEe TABLE 2.2.1 AND I OR TABLE 2.2.2 SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST ~ .L.-- W ! I ,!- W/2 )' I " , i I IV ~ I I ^ I W -----tf W/2.o.H, ~ DOUBLE WID!: ATTACHt:D CARPORT WITHOUT CENTER POST 3' RECEMNG CHANNEL ANCHORS WIn; (3) EACH #8 SHEET METAl SCRE'WS AT 12" ON CENTER MID SrAN BEAM SEE SPAN TABlE 2.1.1 AND / OR TABLE 2.12 POST TO BEAM SELECT FROM TABLE 2.3 w a: ~ ... () ~ a: f- V) f- V) o J: ROOF PANELS SEE SECTlON 7 TABLES ,~ VARIES ATTACH SHED OR ROOM WAlL TO HOST STRUCTURE WI 114" x 3-\14. TAPCONS@ 16" O.C, FOR MASONRY. #16d COMMON@ 16" O.C. OR #10 x 3-1!2" FOR WOOD. AND _'0 x 2.1!2" S.M.S, FOR " x 'Z" AlUMINUM AND _10 x 3-1!2" S.M.S. FOR 2" x 2" AlUMINUM AlUMINUM POST AND BEAM SHEATHING; m6' O.S.B. OR 112" Pl YVYOOO WITH ST1JOS 24' ON CENTER OR STRUCTURAL GRADE 11-IERMAL PlY WITH ST1JOS AT 16" ON CENTER 2" x 4. PRESSURE TREATED ?\.ATE WITH 318' x 4-112" CONCRETE ANCHORS AT .'.()" ON CENTER seE Sl.A8 DETAILS NOTES: 1. ANCHOR PANS TO HEADER CHA'INEL WITH (3) _10 x 1/2' S.M.S. W/ WASHER. 2. ANCHOR PANS TO ROOF BEAMS \VlTH (3) _'0 x 112" S.M.S. WI WASHER. 3. ANCHOR COlUMN TO CONCRETE FLOOR WITH (2) 1/4' x 3' CONCRETE ANCHORS. 4. ANCHOR COLUM,~ TO BASE Pl..AI"E WI11-I ',\14' S.S. BOt. T S. ANCHOR SHEETING AS FOlLOWS: A.. PLYWOOD #8d COMMON@6"O.C. EDGES AND 12" O.C.IN FIELD B. STRUCT1JRAL GRADE 11-IERMAl PlY PER MANUfACTURERS RECOMMENDATIONS OR 1:6 x \,114' DECK SCREWS @ 6. OC. EDGES AND' 2' O.C. FIELD AS A MINiMUM CARPORT WALL SECTION ~ I ' POST SIZE A..'1D SPACING SEe TABLE 2.2.1 AND/OR TABLE 22.2 3-112" 2500 PSI CONCRETE Sl.A8 WITH 6 x 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRIER THE DeSIGNS ANO SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE lOAD REQUIREMENTS FOR THE FOLLOWING CODES: 1) STANDARD BUILDING COOE 1997. CHAPTER' e INClUDING ssm 10-96 2) BOCA NATIONAl. BUIlDING COOE 1996 3) TEXAS DEPARTMENT OF INSURANCE WINDSTORM RESISTANT CONSTRUCTION 1998 WIND LOAD TO SNOW LOAD CONVERSION TABLE: 50 YR SNOW LCl.4.O DESIGN SNQN LCl.4.O Wl"O LCl.4.O I ElUILOlNG TY?l: S. 2S ./ sa. FT. 3. 1H / sa. FT. 95 MPH / OPEN 26-30./ sa. FT. 61,70'/ SQ. FT. '00 MPH / OPEN 31,35" SQ. FT. 61,70 _, SQ. FT. '20 MPH / OPEN 36-00" SQ. FT. 51-70" SQ. FT. 110 MPH / ENClOSED 61,70'/ sa. FT. 61.70" SQ. FT. 120 MPH' ENClOSED SELEC11'<OOF Ol\ "'AU loIElo<8ERS F1<OW ~TE IW/O Lc...ll '>.BUS. TEXAS CONVERSION TABLE: WIND ZONE SEAWARD OF LCW. ' INLAND OF LCW. ' , INTERCOASTAl WATERWAY CONVERSION FACTORS ROOF WAll 067 1.00 0.74 100 JOB NAME: ADDRESS: DRAWING FOR ONE PERMIT ONLY ...J ~ (/):J OZ W~ I~ (/)7 ~Q(/) (/)(/)...J O::W- WO;:: >(/)w Owe OO::N O:Jz - I- ~uO o..:Jf= .O::U (/)I-W I-(/)(/) o::~ O:J o..z 0::- ~~ O:J ...J ~ ,f- lli~_ ,~ '" Q.. -' - :;)'" 11).... ~-~Lt. Q)U 'f: Cf-~~.., 2:0......., c~>:~~ Q,)~<~~ coo~g~ ~...-- '~5w;; Wog~e Q,)cl:~O:~ U ~.... ~ C w. w Q,)~~'" L.. ~ a:l ::!: ~ . ro .,J 0.: .-J 1 OF 7