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w c:: ;:) ... () ;:) a: ... Ul ... Ul o :t C) z i= Ul X w ,I I II DO NOT BLOCK III FIRE EXlT WINDOW I I ill L~ ~L- III i I' ~r I > II , .c:::- '1:' x 3' MINIMUM SEE TABLE z.z. I ~D / OR "ABLE 2.2.2 I '<-- OVERHANG VARIES w a: ;:) ... () ;:) a: ... Vl ... Vl o :t C) z i= Vl X LU VARIES W VARJES '1:' x _ FRONT WAll BEAM SElECT 1.' FROM TABLE z.", ~D / OR TABLE 2.1.2 USE 1.' = WI2 + D.H. L I I Ii rw /. W-7" , I , I ,f- WI2 --I'--- W - ~ WI2~.H. . ~CHOR WITH HEADER CHANNEL WOOD FRAME SHED WI~ 2 x 4 PRESSURE TREATED PINE ?tATE N-ICHORED TO CONCRETE Wl1rl 1/4' CONCRETE FASTENERS AT 4'-<:/,0.C. MIO-SPAN BEAM SELECT l FROM TABLE 2. ", ~D / OR TABLE 2.12 FRONT wN.J.. BEAM SELECT l FROM TABLE 2.3 SHADING TYPE II DENOTES INT. POST MAX. ROOF AREA TABLE 2.1.1 AND / OR TABLE 2.1.2 SHADING TYPE I DENOTES EXTERIOR POST ROOF AREA SEe TABLE 2.2.1 ~D / OR TABLE 2.2.2 MINIMUM 3' x 3" x 0.000" TI-lRU. BOLTED TO HEADER POST ~CHOR TO CONCRETE SEE DETAIl REQUIRED POST TYPICAL ~:,:.... SINGLE WIDE ATTA"Ct,ED CARPORT DOUBLE WIDE: ATTACHED CARPORT WITH CE.NTE:R POST SEe ROOF CONNEC1l0N DETAILS I POST TO BEAM SELECT FROM TABLE 2.3 UJ UJ c:: a: ;:) :i ;:) ... ... u 'I POST SIZE AND SPACING () ;:) ROOF PANELS SEE ;:) a: I, SEE TABlE 2.2. 1 AND / OR a: ... SECTIOI'! 7 T A3lES TABLE 2.2.2 ... Ul II Ul ... ... Ul "' g 0 ~ 3-112' 2500 P.S.L CONCRETE stAB :t WlT'rl 6 x 6 WELDED WIRE MESH l VARIES , OR FIBER MESH CONCRETE OVER . VAPOR BARRIER .----------- ROOF PNoIELS SEE I SEcnON 7 TABLES I SECTION THROUGH SINGLE WIDE ATTACHED CARPORT VARJES ~ ,-':' i r ROOF CONNECTION DETAILS SEE SECTION 7 DETAILS M!O-SPNoI BEAM SIMPlE SPAN TABLE 2.1.1 AND / OR 2.12 POST TO BEAM SELECT FROM TABLE 2.3 POST SIZE ~D SPACING SEE 1 Ai<1 t: 2.2. 1 NolO / OR 2.2.2 3-11'2" 2500 P$.1. CONCRETE SlAB WITH 5 x 6 WElDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRlEP. SEE CONNEC1l0N DETAILS SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST PAN OR COMPOSITE ROOF P~EL SEC1l0N 7 DETAILS TOP ?tATE PRESSURE TREATED OR \...,~ VAPOR BARRIER AT AlUMINUM ROOF UJ ~ g w I ~ as I 0 II ~ C) Z >= i Ul x I' UJ II II ii 'I II I, I! -r x 4' LUMBER TOP ?tATE @ ROOF L '1:' x -r AlUMINUM OR '1:' x 4' LUMBER #2 S.P.F, (MIN.) SHEATHING: 7116" O.S,B. OR 112' PLYWOOD Willi SruDS 24' ON CENTER OR STRUCT1JRAL GRADE ~ERMAl. PlY WITH STUOS AT " S' ON CENTER '1:' x 4' PRESSURE TREA TED ?tATE WITH 3/8' x 4- 11'2" CONCRETE AN010RS AT 4'-<:/, ON CENTER SEE stAB DETAILS s:= UTILllY SHED WALL SECTION w ~ ~ II ~ f ~ I I SEE CONNECTION DETAILS 1'1:' x P~ (SEE TABLE) USE W TO saECT P~ FOR REOUIRED SP~ 1- FOR FRONT BEAM USE l=WI2<-OVERHANG W 1 VARIES t w a: i: () ;:) a: I- "' I- Ul o :t C) z i= Ul ~ VARJES --'1< I .L-- W ! I ,f- WI2 /. I ,'" W JI I I W -* WI2<-O.H. ~ ~CHOR WITH HEADER CHANNEl FRONT WN.J.. BEAM SELECT l FROM TABLE 2.1.1 A."ID / OR TABLE 2.1.2 MID SP~ BEAM SELECT l FROM TABlE 2.1.1 A.'1D / OR TABLE 2.1,2 SELECT BEAM FROM TABlE 1 POST SHADiNG n'PE II SEE TABLE 2.2. I A."I0 / OR ~D I OR TABLE 2.2.2 SHADING n'PE 1 SEe TABLE 2.2.1 ~D / OR TABlE 2.2.2 DOUBLE WIDE ATTACHt:D CARPORT WITHOUT CENTER POST w a: ;:) ... () ;:) a: ... "' ... Vl o :I: I ROOF P~ElS SEE SEC1l0N 7 TABLES ,J' VARIES ~ ! ' " 3" RECEMNG CHANNa ~CHORS WITH (3) EACH #8 SHEET METAl SCREWS AT I -r ON CENTER MID SP~ BEAM SEE SP~ TABlE 2.1.1 AND/OR TABLE 2.12 POST TO BEAM saECT FROM TABlE 2.3 POST SIZE AND SPACING SEE TABlE 2.2.1 ~DIOR TABLE 2.22 3-11'2" 2500 PSI CONCRETE SlAB WITH 6 x 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR a.'-RRIER SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST ATTACH SHED OR ROOM WAlL TO HOST STRUCTURE WI 114" x 3-114' TA?CONS@ IS' O.C. FOR MASONRY. #16d COMMON @ 16" O,C. OR #10 x 3-112" FOR WOOD, ~D "0 x 2.11'2" S.M.S. FOR I' x 2" AlUMINUM ~O .10 x 3-112" S.M.S. FOR '1:' x 2" AlUMINUM AlUMINUM POST A.'10 BEAM SHEAlliING: 71'S' O.S.B. OR 11'2" PI. YWOOO Willi STUDS 24' ON CENTER OR STRUCTURAL GRADE ~ERMAl. PlY WITH STUOS AT , 6" ON CENTER -r x 4' PRESSURE TREATED ?tATE 'Mlli 3/8' x 4-112" CONCRETE ~CHORS AT 4'.{)" ON CENTER SEE StAB DETAILS NOTES: 1. NoICHOR P~S TO HEADER CHANNEL WITH (3) '10 x H20 S.M.S. WI WASHER. 2. NoICHOR P~S TO ROOF BEAMS WI~ (3) #10 x 11'2" S.M.S. WI WASHER. 3, NoICHOR COLUMN TO CONCRETE FLOOR WITH (2) 114' x 3' CONCRETE ~CHORS, 4. ~CHOR COlUMN TO BASE ?tATE WITH '.1/4' S,S. BOlT 5. A."ICHOR SHEETING AS FOllOWS: A. PL YWOOO #ad COMMON @ 6" O,C, EDGES ~D 1'1:' O,C. iN FielD B. STRUCruRAL GRADE THERMAL PlY PER MANUFACTURERS RECOMIAENOATIONS OR tI6 x '.1/4' DECK SCREWS @ S' O,C. EDGES """ID 1'1:' O,C. FIELD AS A MINIMUM CARPORT WALL SECTION llie DESIGNS """10 SP~S SHOWN ON THESE DRAWINGS ARE BASED ON lliE LQ.4D REOUlREMENTS FOR THE FOllOWING CODES: 1) ST"""IOARD BUILDING CODE '997, CHAPTER'8 INClUDING SSTO 10-96 2) BOCA NA 1l0NAl BUIlDING CODE 1996 3) TEXAS DEPAAThlENT OF INSURANCE WINDSTORM RESISTNoIT CONSTRUCTION 1998 WIND lOAD TO SNOW LOAD CONVERSION TABLE: 50 'l'R SNOW LOi'oO DESIGN SNOW LOi'oO Wl"O LOi'oO IIlVILOlNG TYPE 5.25 #/ sa. FT. 3. 15" SO. FT. 95 MPH /OPS..., 25-30 /I / sa. FT. 61.70/1 / SO. FT. 100 MPH / OPEN 31-35 #/ sa. FT. 61.70 #/ SO. FT. 120 MPH / OPEN 36-<i0#/SQ.FT. 61.70'/SO.FT. 110 MPHI ENClOSED 61.70" sa. FT. 61.70 #/ SO. FT. '20 MPH I ENClOSED saJ;C1 ROOF Ol\ "AU IoCOo'lIERS FROlol1oWllOPR;An ,"",,0 lCAO r"-!lUS. ...J -< (I)::J az UJ-< :c~ (1)7 065(1) (l)U)...J ~.UJ ..ot' UJa~ >(I)UJ OUJo <">~N O::Jz - f- ~oo 1l.::Ji= - ~ <..> (l)f-UJ f-(I)CI) ~~ O::J ll.z ~- -<~ <..>::J ...J -< ,f-, w~_ . f-; N 0.. ....I - ~N - II) :: i:: ~ u.. .... Q.)ts .... Cf-,~~5! :<:: 0 ... "' c~>::e.,. ~~~~~ ~--- . ~ 5 ~ g Wooo- Q.)~~~~ o~~wu. c ~. ~ Q.)~~"" '- ~ ell ?: ~ . ro ....I 0.: -.J TEXAS CONVERSION TABlE: WINO ZONE SEAWARD OF LC.W. . INlAND OF LCW. . . INTERCOASTAl WATERWAY JOB NAME: AOORESS: DRAWING FOR ONE PERMIT ONLY 1 OF 7