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<br />SEETABLE~~'ANOIOR
<br />,ABLE 2.22
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<br />00 NOT BLOO<
<br />FiRE EXIT W1NOCW
<br />
<br />OVERHANG VARIES
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<br />W VARIES
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<br />T x FRONT WAlL 6EA.....
<br />SELECT 'L' FROM TABLE 2. '-,
<br />ANO I OR TABLE ~ 12
<br />use 'l' " WI2 .. O.H.
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<br />SINGLE WIDE ATTA"CHED CARPORT
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<br />POST TO BEAM SELECT FROM
<br />TABLE 2.3
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<br />ROOF ?ANELS SEE
<br />SEcnON 7 TABLES
<br />
<br />POST SIZE ANO SPACING
<br />SEE TABLE 22.' AND I OR
<br />TABLE 2.22
<br />
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<br />--.
<br />
<br />3-'12" 2500 PS.L CONCR~ Sl.AB
<br />W1Trl 6 x 6 we_OED WIRE MESH
<br />OR FIBER MESH CONCRETC OVER
<br />VAPOR BARRIER
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<br />WOOl) FRAME SHED I'V1Tti 2 x 4
<br />PRESSURE TREATED PINE PLA.TE
<br />ANCHORED TO CONCRETE WlTti
<br />114" CONCRETE FASTENERS AT
<br />4'-4" O,C.
<br />MID-SPAN BEAM saCCT L FROM
<br />TABLE ~ 1.1 ANO I OR TABLE ~ 12
<br />FRONT wAll BEA.... SELECT L FROM
<br />T ABLE ~3
<br />$I-lADING TYPE 11
<br />DENOTES INT. POST MAX. ROOF AREA
<br />TABlE 2. ", AND I OR TABLE 2.12
<br />SHADING TYPE I
<br />DENOTES EXTERIOR POST ROOF AREA
<br />SEE TABLE 22. 1 AND I OR TABLE 2.2.2
<br />MiNIMUM 3" x 3. x 0.060" Tl-IRU-
<br />BOlTED TO HEADER POST ANCHOR
<br />TO CONCRETE SEE DEi All REQUIRED
<br />POST IYPtCAL
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<br />ANCHOR WlTti HEADER CHANNa
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<br />FRONT I'.' All BEAM
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<br />SELECT L FROM TABLE 2. I.'
<br />ANO lOR TABLE ~',2
<br />saeCT SEAM FROM TABLE 1
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<br />POST
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<br />SHADiNG TYPE II
<br />SEE TABLE 2.2., ANO I OR
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<br />SEE TABLE 22. ,
<br />AND I OR TABLE 22.2
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<br />?.....~ OR COMPOSITE ROOF P........EL
<br />SECTION 7 DEi AILS
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<br />ROOF P.....'1ELS SEE
<br />SECTlON 7 T A3LES
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<br />TOP PLA.TE PRESSURE TREATED OR
<br />I'V1Tri VAPOR BARRIER AT AlUMINUM ROOF
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<br />X' x." LUMBER TOi> PLATE @ ROOF
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<br />TxX' AlUMINUM OR
<br />X' x 4' LUMBER #2 S.?,F. (MIN,)
<br />
<br />SHEATHING: .
<br />71'6'" 0.S.6. OR'/Z' PLYWOOD WtTl-1
<br />ST\lOS 24' ON CE~OR'S7RUCTUP.AL
<br />GRADe i1-IERMAl.?t. Y I'V1Tti STUOS AT.
<br />16" ON CENleR
<br />
<br />T x ." PRESSURe TREATED PLATE WTTrl
<br />318" x ot.'/Z' CONCR.."TE AN,HORS AI
<br />4'.::1' ON CE."4TER
<br />SEE SLAB Dr:T AilS
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<br />DOUBLE WIDE ATTACH~D CARPORT WIThOUT CENTER POST
<br />
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<br />ROOF CONNECTlON DEi AILS
<br />SEE SECTION 1 DEi AILS
<br />
<br />MJO-SPAN BEAM SiMPLE 5P.....'1
<br />TABLE 2.1.1 ....."ID I OR ~ 12
<br />
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<br />3" RECEMNG Cl-IANNEL ANCHORS
<br />WITti (3) EACH Ill! SHEEi MEiAl.
<br />sc."\EWS AT' T ON CENTER
<br />
<br />MJD SPAN BEAM
<br />S-cE SPAN TABLE Z. 1.1 ANO I OR
<br />TABLE 2. 12
<br />POST TO BEA.... SELECT FROM
<br />TABLE 2.3
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<br />POST TO BEAM SELECT FROM
<br />TABLE ~3
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<br />SEE TABLE 22. , A.';D I OR 2.2.2
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<br />ROOF PANELS
<br />SEE SECTlON 1 TABLES
<br />
<br />!>CST SIZE ANO SPACING
<br />SEE TABLE 22. I ANOJOR TABLE 22.2
<br />
<br />3-, 12" 2500 PSI CONCRETE Sl.AB
<br />WtTl-16 x 6 WELDED WIRE MESH
<br />OR FIBER MESH CONCRETE OVER
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<br />3-'12" 2500 P .S.1. CONCREIE Sl.AB
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<br />VAPOR BARRJER
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<br />
<br />VARIES
<br />
<br />SECTiON ThROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST
<br />
<br />
<br />SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST
<br />
<br />SEE CONNECTION DETAILS
<br />
<br />
<br />TriE DESIGNS AND SPANS SHQVYN ON TriESE DRA....'1NGS ARE
<br />BASED ON TtiE LOAD REOUIREMENTS FOR TtiE FOUCWING
<br />COOES:
<br />'1) STANDARO BUILDING COOE \991, CHAPTER ',6
<br />INClUDING ssm 10-36
<br />2) BOCA NATIONN.. BUIlDING CODE 1996
<br />3) TEXAS DEPARTMENT OF INSURANCE WlNOSTORM
<br />RESIST ANI CONSTRUCTION 1998
<br />
<br />ATTACH SHED OR ROOM WAlL TO
<br />HOST STRUCTURE WI 114" x 3-\1."
<br />TA?CONS@ '16'" O.C. FOR MASONRY,
<br />#'16d COMMON @ 16'" O,C. OR #'0 x 3-'12"
<br />FOR WOOD, ANO #'10 x 2-,/Z' S.M.S.
<br />FOR ,. x T AlUMINUM AND #'10
<br />x 3-112" S.M.S. FOR X' x Z" AlUMINUM
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<br />WINO LOAD TO SNOW LOAD CONVERSION TABLE.:
<br />50 ~ SNOW LOAD DESIG>< SMR/ LOAD """0 LOAD I BUI.OlNG TYPE
<br />5.25 #I SO. FT, 3 - 15.1 SO. FT. 9S MPH I OPE.~
<br />26-30 II I SO. FT, 61-70 ., SO. FT. 100 MPH I OPEN
<br />3'.35 II I so. FT, 6'-70'1 SO, FT. 120 MPH' OPEN
<br />.30-00 #I SO. FT, 6'-70' I So. Fi, 1\0 MPH I E.';ClOSED
<br />6'-70 III SO. FT, 61-70.1 SO. Fi, '20 MPH I E.'1ClOSED
<br />SEllC1 ROOf' OR WNJ. """SUOS FROw _",no "WO LCAO ''''''-ES.
<br />
<br />IX' x PA.'1 (SEE TABLE) USE W
<br />TO SELECT PAN FOR REQUIRED SPAN
<br />
<br />N..UM1NUM POST A."I0 BEAM
<br />
<br />W, VARIES
<br />
<br />r;l.'
<br />
<br />SHEATtiING;
<br />7/16" O,S.S, OR 1/Z' PlYWooO WITH
<br />STUOS 24" ON CENTER OR S7RUCTURAl.
<br />GRADE 11-iERMAl. PlY WITH STUOS AT
<br />16'" ON CE.'IIeR
<br />
<br />FOR FRONT BEAM USE L=WI2+<JVERKANG
<br />
<br />TEXAS CONVERSION TABLE;
<br />
<br />T x.' PRESSURE TREATED PlATE WlTti
<br />318. x 4-1/Z' CONCRETE ANCHORS AT
<br />4 '-4" ON CENTER
<br />SEE SLAB Dr:T AILS
<br />
<br />NOTES: " ANCHOR PANS TO HEADER CHA....NEL Wl11-i (3) 110 x 112" S.M.S. WI WASHER.
<br />2. ANCHOR PANS TO ROOF BEAMS IVlTti (3) .'0 x I/Z' S.M.S, WI WASHER.
<br />3. ANCHOR COLUMN TO CONCRETE FLOOR WlTti (2) 114" x 3' CONCRETE ANCHORS.
<br />4, ANCHOR COlUMN TO BASE PlATE WITti '.114' S,S. SOl T
<br />5, ANCHOR SHEETiNG AS FOlLOWS:
<br />..... PL '!WOOO #8d COMMON @ 6'" D.C. EDGES A."I0 ,X' O.C. IN FIELD
<br />8. STRUCT\JRAl GRADE THERMAL PlY PER MA."IUF ACTURERS RECQMME."IOA TIONS
<br />OR ~ x '.11." DEO< SCREWS@ 6" OC. EDGES ANO IX' O,C. FIELD AS A MiNIMUM
<br />CARPORT WALL SECTION
<br />
<br />~
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<br />
<br />WIND ZONE
<br />SEAWARO OF IC,W. .
<br />INLAND OF LCW. .
<br />
<br />" INTERCOASTAl wATEFNVAY
<br />
<br />JOB NAME:
<br />ADDRESS:
<br />
<br />DRAWING FOR ONE PERMIT ONLY
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