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8294 Wheat Stone Dr
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8294 Wheat Stone Dr
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Last modified
3/20/2025 4:23:44 PM
Creation date
2/27/2025 1:20:34 PM
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Building Plans
Street #
8294
Location
Wheat Stone Dr
Contractor
D R Horton
Building Plans - Permit #
2803
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DocuSign Envelope ID. 9B428CE4-E6EB-4E3F-80CB-590519F9314F <br />TYPICAL ROOF <br />DECK SHEATHING <br />E <br />O <br />U <br />e <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 />ROWS fi' x 244' TAPCOtM <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 1 Y " LONG NAILS <br />(MINB'U SHANK) W/ 2"D <br />HEAD THRU J-CHANNEL <br />(SPACING @ 12" O.0 <br />@ MAX 24" O.C. I I `— 1 x2 SYP NAILING STRIPS TO BLOCK / <br />NAILER W/ 14" 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 />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 />2x NAILER (IF REQ'D): — ATTACH SOFFIT TO 2x BLOCK OR UNDERSIDE OF 2x FASCIA W/ <br />• TO WOOD FRAME: (2) 0.131" x 3" 11 GA. x 11 " LONG NAILS (MIN 1--"a SHANK) W1 3"0 HEAD <br />NAILS @ EACH STUD, MAX 24" O.C. THRU J-CHANNEL @ 12" O.C. 6 6 <br />• TO CMU w/ PT NAILER: (2) ROWS 416" <br />Ag TAPCONS @ MAX 24" O.C. <br />J-CHANNEL TO BE — MAX 16:' SPAN <br />FLUSH WITH SHEATHING - <br />SEE ST-1 FOR SOFFIT PRESSURE DEMAND (psf). <br />ALLOWABLE SOFFIT PRESSURE _ +/- 75.6 psf. <br />SOFFIT W/ SINGLE SPAN <br />SF OFFIT 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 />O <br />O <br />N <br />LO <br />N <br />M <br />14 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J_ <br />O <br />V <br />Q <br />O <br />O <br />W <br />F- <br />U) <br />J <br />m <br />W <br />Q <br />0 <br />a <br />U) <br />z <br />W <br />W <br />Ix <br />O <br />O <br />O <br />O <br />i <br />L0 <br />r— <br />O <br />z <br />0 <br />W <br />W <br />W <br />m <br />W <br />W <br />0 <br />z <br />W <br />Q <br />0 <br />L- <br />0 <br />O <br />0 <br />U <br />Ilf <br />O <br />_J <br />LL <br />Q <br />U <br />z <br />0 <br />O <br />J <br />O <br />z <br />U <br />W <br />x <br />W <br />EL <br />Q <br />X <br />m <br />LU <br />z <br />O <br />W <br />Q <br />z <br />U) <br />D <br />O <br />I= <br />i= <br />U- <br />W <br />C� <br />O <br />J <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />CL <br />APEX <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />C <br />C3 <br />N <br />01 <br />I <br />a <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 />VJ <br />co W <br />W <br />J Z LU <br />LLJ O c) <br />Q <br />Q O <br />Q <br />LU <br />Q <br />C, <br />W <br />w w <br />� <br />x <br />aLL. <br />z <br />0 <br />0 <br />LLJ <br />LL <br />Abbott Park <br />W <br />Q <br />U <br />LOT 023-02 <br />0 <br />_ <br />W <br />Q <br />z <br />0 <br />W <br />PROJECT NO: <br />W <br />2021.009233 <br />0 <br />U- <br />- - <br />O <br />DRAWN: <br />JAR <br />o <br />O <br />CHKD: 0 <br />MJP U) <br />W <br />J <br />Q <br />U <br />,`ttt,1111111111��� U) <br />%% JS-(IN LqN�� , co <br />No 85166 <br />" * DocuSigned by: O •�LiZ719EDEF.4 U) <br />cq <br />sO N A� EC.�` <br />07-28-2021 0 <br />W <br />co <br />REVISIONS: <br />No. Description Date ~ <br />- W <br />.J <br />U <br />U) <br />I- <br />- O <br />z <br />ST=7 <br />CMU/METAL CONNECTOR ENGINEERING <br />
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