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8015 Wheat Stone Dr (2)
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8015 Wheat Stone Dr (2)
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Last modified
3/21/2025 2:15:01 AM
Creation date
2/27/2025 1:16:40 PM
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Building Plans
Street #
8015
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
4949
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DocuSign Envelope ID: ED905BED-38D8-4C68-9DCA-6AAAE77CDBEC <br />TYPICAL ROOF <br />DECK SHEATHING <br />MAX T-0" OVERHANG <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />END- OR TOE -NAILS EACH END <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />' _ ATTACH SOFFIT TO 2x BLOCK <br />2x SYP NAILER (IF REQ'D): OR UNDERSIDE OF 2x FASCIA <br />• TO WOOD FRAME: (2) 0.131" PER MANUFACTURER <br />x 3" NAILS @ EACH STUD, M <br />. TO CMU w/ PT NAILER: <br />AX 12" SPAN 1x2 SYP NAILING STRIPS TO BLOCK / NAILER <br />MAX O.C. W/ (1) 0.131" x 2%2' NAIL EACH INTERSECTION <br />MU <br />(2) ROWS 3/6" x 23/4" <br />TAPCONS @ MAX 24" O.C. SEE STA FOR SOFFIT PRESSURE DEMAND (psf). <br />CAPACITY OF THIS DETAIL IS THE LESSER OF: <br />CHANNEL REQUIREMENTS 1) SOFFIT MANUFACTURER ALLOWABLE <br />PER MANUFACTURER PRESSURE. <br />2) +/-57.4 psf. <br />SOFFIT W/ MULTIPLE SPANS <br />2x SYP NAILER (IF REQ'D): - <br />• TO WOOD FRAME: (2) 0.131" x 3" NAILS <br />@ EACH STUD, MAX 24" O.C. <br />• TO CMU w/ PT NAILER: (2) ROWS 3/6' x <br />23�4" TAPCONS @ MAX 24" O.C. <br />CHANNEL REQUIREMENTS - <br />PER MANUFACTURER <br />TYPICAL ROOF <br />DECK SHEATHING <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />END- OR TOE -NAILS EACH END <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />ATTACH SOFFIT TO 2x BLOCK <br />OR UNDERSIDE OF 2x FASCIA <br />PER MANUFACTURER <br />SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />CAPACITY OF THIS DETAIL IS THE LESSER OF: <br />1) SOFFIT MANUFACTURER ALLOWABLE <br />PRESSURE. <br />SOFFIT W/ SINGLE SPAN <br />SF SOFFIT DETAILS <br />Soffit detail is intended to convey connections between members in the <br />supporting structural frame, not the soffit connections to those members. <br />Product manufacturer and evaluating engineer retain responsibility for <br />individual soffit products and their connection to supporting structural frame. <br />O <br />O <br />N <br />N <br />O <br />4 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />Y <br />U <br />¢ <br />O <br />0 <br />W <br />U) <br />i0 <br />J <br />00 <br />W <br />d <br />U) <br />} <br />Z <br />W <br />0 <br />W <br />X <br />0 <br />O <br />O <br />0) <br />ti <br />LC) <br />ti <br />O <br />Z <br />U) <br />W <br />U) <br />Cf <br />120 <br />W <br />0 <br />Z <br />W <br />O <br />U_ <br />0 <br />F- <br />9 <br />O <br />a <br />Of <br />O <br />U <br />0 <br />O <br />J <br />LL <br />U <br />Z <br />} <br />0 <br />O <br />J <br />O <br />Z <br />U <br />W <br />F— <br />x <br />W <br />a- <br />m <br />0 <br />O <br />0 <br />O <br />U <br />LL <br />W <br />} <br />C� <br />O <br />J <br />O <br />Z <br />U <br />W <br />x <br />W <br />a. <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />IIHOMON' <br />VJ <br />W W <br />Z W <br />iJ W <br />LLJ O U) <br />Q Q 2 <br />>O <br />m W 0 <br />0 J LLI <br />W W <br />aLL <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />on any electronic copy <br />PROJECT NO: <br />DRAWN: <br />CHKD: <br />Abbott Park <br />LOT 052-03-1 A <br />2022.009270 <br />W <br />CD <br />�i <br />J IN. LA/ j/� e <br />No 85166 <br />� r <br />.. if <br />r � <br />r <br />STATE OF :�44/ <br />'iF; '9 �0 N M %% <br />09-22-2022 <br />REVISIONS: <br />No. I Description Date <br />ST=7 <br />Q <br />W <br />ti <br />x <br />0 <br />0 <br />W <br />Z <br />n. <br />LL <br />W <br />J <br />¢ <br />U <br />U) <br />0 <br />W <br />I- <br />Z <br />U <br />U) <br />W <br />0 <br />LL <br />O <br />0 <br />0 <br />Ln <br />U) <br />W <br />J <br />¢ <br />U <br />U) <br />Z <br />0 <br />fn <br />Z_ <br />0 <br />W <br />w <br />2 <br />w <br />J <br />U <br />U) <br />H <br />O <br />Z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />ME!1 �w <br />
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