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98-7733
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1998
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98-7733
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Last modified
3/4/2009 3:16:35 PM
Creation date
8/25/2006 11:57:15 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
98-7733
Building Department - Name
H R INTERSTATE
Address
6025 ZEPHYR RIDGE
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<br />SECTION 2 <br /> <br />ATTACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />~ <br />~ <br />-~ <br />CD <br />~ <br />~ <br />ra <br />~ <br /> <br /> <br />SEE CONECTlON DETALS <br /> <br />~- <br /> <br />SEE COtN:CTION DEl ALS <br /> <br />~ <br /> <br />~ <br /> <br />~ <br />~ <br />~ <br />; <br /> <br /> <br />12" x PAN (SEE TABLE) USE W <br />TO S8..ECT PAN FOR REQUFED SPAN <br /> <br />W 1 VARES - <br /> <br />FOR FRONT BEAM USE L · W / 2+oVERHANG <br /> <br />~ <br />~ <br /> <br />PAN OR COWOSITE ROOF PAte. <br />SEE SECTION 7 <br /> <br />TOP PlATE P.T. OR wrrn VAPOR <br />BARRER AT ALlHNJM ROOF <br /> <br />2" x 4" Ll..M:IER TOP PlATE (il ROOF <br /> <br />2" x 2" ALl.tJNJM OR <br />2" x 4" lUMBER .2 SP.F. (Wi) <br /> <br />stEA THNG: <br />7116" O.S.B. OR 112" PlYWOOD WITH <br />STWS 24" ON CENTER OR STRUCTlR\L. <br />GRADE 11-ERMAL PlY wrrn ST1.DS AT <br />16" ON CENTER <br /> <br />2" x 4" PRESSlIlE TREATED PlATE wrrn <br />3/8" x 4-112" CONCRETE ANaiORS AT <br />4'-0" ON CENTER <br />SEE SLAB DEl ALS <br /> <br />ATTACH SHED OR ROOM WALL TO <br />HOST STRUCTURE WI 1/4" x 3 1/4" <br />TAPCONS @ 16" O.C. FOR MASONR; <br />116d COMMON @ 16" O.C. OR #10 x 3 <br />W' FOR WOOD, AND 110 x 2 W' SMS <br />FOR 1" x 2" ALUMINUMI #10 x 3 Yo SMS <br />FOR 2" x 2" ALUMINUM. <br /> <br />ALUMNUM POST AN) BEAM <br /> <br />SfEA'THtIIG: <br />7/16" O.S.B, OR 112" PlYWOOD WITH <br />ST1.DS 24" ON CENTER OR STRUCTlR\L. <br />GRADE TtERMAL PlY wrrn STWS AT <br />16" ON CENTER <br /> <br />2" x 4" PRESSlR: TREATED PlATE wrrn <br />3/8" x 4-112" CONCRETE ANCHORS AT <br />4'-0" ON CENTER <br />SEE SLAB DEl ALS <br /> <br />UTILITY SHED AND CARPORT WALL SECTION <br />t ANCHOR PANS TO tEADER CHNN3. WITH (3) .10 x 1/2" SMS. W/ WASI-ER. <br />2. ANCHOR PANS TO ROOF BEAMS WITH (3) .10 x 112" SMS. W/ WASI-ER. <br />3, ANCHOR COLUt.fl TO CONCREte FLOOR WITH 2-114" x 3" CONCRETE ANCHORS, <br />4. ANCHOR COll.Mll TO BASE PlATE WITH ~114' S.8. BOLT. <br />5. ANOiOR Sf-EETNG AS FOLLOWS: <br />A. PI. YWOOO 'Sd CCWMON . 8" O.c. EDOE8 AN> 12" O.C. FELD, <br />B. STRlCTtIW... GRADE 1lEAMAL PLY PER MAtU=ACTlR:R'S RECOMYBIJATIONS <br />OR '8 x 1114" DEa< sq:EW8 . 8" o,c. EDGES AN) 12" O.c. FELD AS A MNMl.M <br /> <br />Lawrence E. Bennett, PeE. <br />CWI. ENOINEEIt · DE1I'ElOf'MW1' COMIU.TANr <br />P.o. BOX ..... eoum DAYTONA, f!L I.ttl21 <br />TS.I!PHCNE (1104) '7"'.4774 <br />FAx (1104) '781-_ <br /> <br />SEAL <br /> <br />PAGE <br /> <br />50 <br /> <br />@ COPvRIoHT 1008 <br />NOT TO BE REPRODOCED .. WHOLE OR N PART wrTHOUT TtE WRTTEN PDlI18810N OF LAWFENCE E. EIEJH:TT, P.E. <br />
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