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8420 Wheat Stone Dr
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8420 Wheat Stone Dr
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Last modified
3/20/2025 5:58:58 PM
Creation date
2/24/2025 10:17:46 AM
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Building Plans
Street #
8420
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
3233
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DocuSign Envelope ID: CA5AOA48-8C44-45D1-8729-7E26850OF5B9 <br />TYPICAL ROOF <br />DECK SHEATHING <br />0 <br />2x NAILER (IF REQ'D): <br />• TO WOOD FRAME: (2) <br />0.131" x 3" NAILS @ EACH <br />STUD, MAX 24" O.C. <br />• TO CMU w/ PT NAILER: <br />ROW916" x 244" TAPCOI`0 <br />MAX 12" SPAN <br />J-CHANNEL TO BE FLUSH <br />WITH FASICA <br />2x BLOCK W/ (2) 0.131" x 3" END - <br />OR TOE -NAILS EACH END <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA <br />W/ 11 GA. x 11 " LONG NAILS <br />(MINB'u SHANK) W/ e" u <br />HEAD THRU J-CHANNEL <br />(SPACING @ 12" O.C. <br />@ MAX 24" O.C. / -1x2 SYP NAILING STRIPS TO BLOCK / <br />J/ NAILER W/ Y4" x 3" #14 WOOD SCREW <br />J-CHANNEL TO BE — SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />FLUSH WITH SHEATHING SEE PRODUCT APPROVAL INSTALLATION <br />DRAWINGS FOR ALLOWABLE SOFFIT PRESSURE . <br />SOFFIT W/ MULTIPLE SPANS <br />TYPICAL ROOF <br />DECK SHEATHING <br />O <br />O <br />N <br />Ln <br />c- <br />N <br />O <br />Ni <br />O <br />O <br />N <br />N <br />ce) <br />_J <br />LL <br />W <br />_I <br />J_ <br />O <br />U) <br />Y <br />U <br />Q <br />0 <br />O <br />W <br />f— <br />W <br />W <br />J-CHANNEL TO BE FLUSH J <br />WITH FASICA m <br />2x BLOCK W/ (2) 0.131" x 3" END- W <br />OR TOE -NAILS EACH END <br />Q <br />-- FASCIA AND DRIP EDGE PER ARCHITECT <br />U) <br />2x NAILER (IF REQ'D): — - — - ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ U <br />• TO WOOD FRAME: 2 0.131" x 3" 1 3 z <br />O 11 GA. x 1Y� LONG NAILS (MIN a"❑ SHANK) W/ a"❑ HEAD <br />NAILS @ EACH STUD, MAX 24" O.C. THRU J-CHANNEL @ 12" O.C. LLI <br />• TO CMU w/ PT NAILER: (2) ROWS 416" W <br />hg TAPCONS @ MAX 24" O.C. LU <br />J-CHANNEL TO BE MAX 16" SPAN O <br />FLUSH WITH SHEATHING O <br />O <br />M <br />SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). d� <br />ALLOWABLE SOFFIT PRESSURE _ +/_ 75.6 psf. LO <br />SOFFIT W/ SINGLE SPAN <br />SF 150FFIT DETAILS - FL #13139 <br />Soffit detail was created using approved product installation <br />drawings and is intended for ease of inspection. The manufacturer <br />and evaluating engineer retain responsibility for the product. This <br />detail is not applicable without active product approval. <br />z <br />W <br />W <br />LLI <br />W <br />00 <br />IY <br />W <br />W <br />z <br />z <br />W <br />O <br />J <br />LL <br />O <br />O <br />O <br />U <br />Q <br />0 <br />O <br />J <br />LL <br /><t <br />U <br />z <br />(D <br />O <br />O <br />z <br />U <br />W <br />I— <br />x <br />W <br />a <br />Q <br />x <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />.6 <br />N <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 />of considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br /><n any electronic copy U) <br />LL W <br />J z � <br />O W <br />W 0 w <br />Q <br />Q <br />Uj <br />W <br />�j <br />QU. <br />Abbott Park <br />LOT 036-02 <br />PROJECT NO: <br />2021.011208 <br />DRAWN: <br />KME <br />CHKD <br />MJP <br />No 8516DocuSigned by: <br />r ,/I�•� <br />.0 rFf�1D�F435.,' `J <br />.00 <br />. 3,0 N Ai E .�. <br />09/16/2021 <br />REVISIONS: <br />No. Description Date <br />CMU/METAL CONNECTOR ENGINEERING <br />STm7t <br />
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