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Last modified
7/17/2007 11:43:02 AM
Creation date
12/8/2004 10:43:48 AM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
2181
Planning Files - Type
Variance
Address
2280 COUNTY ROAD C W
Applicant
AMOCO PIPELINE COMPANY
Status
APPROVED
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<br />GIRTS <br /> <br />Girts are 8" or 9 Y.z" deep, cold-formed, z-shaped wall structurals <br />which span between sidewall columns or endwall posts. They are <br />designed to act as either simple or continuous span beams along the <br />sidewall, and simple span beams along the endwall, supporting wind <br />load forces transmitted from the wall panels. Spacing varies per wind <br />load criteria and wall panel type. <br /> <br />""all ;:aneis anach :0 the outsiae flange of the girts at tre structurai <br />line. òNote: continuous and simple span girts may not be mixed on a <br />sidewall; continuous span girts require a minimum of 3 bays. I <br /> <br />See chart below for girt spacing requirements based on wind load, <br />panel type, and eave height, <br /> <br />r:~~~-:-","';-'-~_.-'- - <br /> <br />~~. <br />. <br /> <br /> <br />, .. <br /> <br />SIDEWAll. ,.. <br /> <br />"~~~:~~: <br /> <br /> <br />r-'..., . <br /> <br />ý". ~ ~.-;~'-- <br /> <br /> <br /> <br />... - -~.-..- <br /> <br />(::~~:g> <br /> <br />~-';:,:X .. <br /> <br />ENDWAU. <br />115·.17·...., <br />SECTION <br /> <br />)v.;--......_:.:..~__-.o-;.,_.,...... .....~_'~--.........--..:...._.....___ >.0.-. <br /> <br />bf;LOOR <br />'.. ". 'q~I~E <br />" .40.. . <br /> <br /> GIRT LOCATION CHART <br />WIND PANEL NOMINAL EAVE HEIGHT <br />LOAD TYPE <br />PSF CODE 10' 12' 14' 16' <br /> Butlerib II B B B B <br />15 UBe Shadowrib B B B B <br />20 WISCONSIN Stylwallll - - - B <br />70 MPH-1986 MBMA Monopanl - - - - <br /> F-103 - - - B <br /> Butlerib II B B B B <br />13 N. CAROLINA Shadowrib B B B B <br />13 BBC <br />16 SBe Stylwallll - - - B <br />20 UBC Monopanl - - - - <br />80 MPH-1986 MBMA <br /> F·103 - - - B <br /> Butlerib II B B B BD <br />16 N. CAROLINA Shadowrib B B B BD <br />16 BBC Stylwallll B BD <br />25 UBC - - <br />90 MPH-1986 MBMA Monopanl - - - BD <br /> F-103 - - B BD <br /> Butlerib II A AB AB BD <br />20 N. CAROLINA Shadowrib A AS AB BD <br />24 SBC Stylwallll - - AB BD <br />100 MPH-1986 MBMA Monopanl - - - BD <br /> F-103 - - AB BD <br />24 N. CAROLINA Butlerib II A AB ABC ABD <br />27 S. FLORIDA Shadowrib A AB ABC BD <br />29 N. CAROLINA Stylwallll - AB BC BD I <br />33 S. FLORIDA <br />35 PUERTO RICO Monopanl - - BC BD I <br />110 MPH-1986 MBMA F-103 - AB BC BO i <br /> <br /> N i-- <br />I- <br />:t <br />C-' <br />¡¡¡ I- @ ~ <br />:t :t 9'-6" <br />w C-' <br />~ ¡¡¡ <br />:t <br />..J W © i' S'-6" .... <br />< ~ <br />z < <br />~ a:: <br />.... @ <br />0 h 7-6' <br />z <br /> <br />@ F-,3'-O" <br /> <br />GIRT LOCATIONS <br /> <br />NOTES: ,. Endwall girt spacing or population may vary slightly due to gable area <br />requirements. See per order erection drawings for details. <br />2. For VF-2000 & VF-3000 girt spacing. see load charts or i=orf:1 No 4336- <br />LW-4-86. under the Vistawall tab. <br /> <br />Â -INDICATES FIELD LOCATION <br /> <br />I QUTLE~ I <br /> <br />GIRTS <br /> <br />I <br /> <br />SBF II <br /> <br />I <br /> <br />Butler ManufactUring Company <br />Printed .n U. S. A <br />1983 <br /> <br />Form No. 4138-W-8-86 <br /> <br />Sutler Building Products are constantly being ~mproved; there tore. the Information con· <br />talned herein J5 subject to change without t1otlce. Before f1l''\a.,zmg project details. con· <br />tact your nearest Butter Builder' or Butler ManufacTufI"ç COr""'':any tor laTest InformatIon <br />
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