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DocuSign Envelope ID: 30813D59-338F-444C-B5F4-9FD029C9F05E <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, MAX 12" SPAN - 1x2 SYP NAILING STRIPS TO BLOCK / NAILER <br />MAX 24" O.C. W/ (1) 0.131" x 2%2' NAIL EACH INTERSECTION <br />• TO CMU w/ PT NAILER: <br />(2) ROWS 3/s' x 23/4" <br />TAPCONS @ MAX 24" O.C. 111)AS01 <br />EE ST-1 FOR SOFFIT PRESSURE DEMAND (psi). <br />PACITY OF THIS DETAIL IS THE LESSER OF: <br />CHANNEL REQUIREMENTS FITMANUFACTURER ALLOWABLE <br />PER MANUFACTURER PRESSURE. <br />2) +/-57.4 psf. <br />SOFFIT W/ MULTIPLE SPANS <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 />2x SYP NAILER (IF REQ'D): ATTACH SOFFIT TO 2x BLOCK <br />• TO WOOD FRAME: (2) 0.131" x 3" NAILS OR UNDERSIDE OF 2x FASCIA <br />@ EACH STUD, MAX 24" O.C. PER MANUFACTURER <br />• TO CMU w/ PT NAILER: (2) ROWS 3/s' x <br />23/4" TAPCONS @ MAX 24" O.C. MAX 16" SPAN <br />CHANNEL REQUIREMENTS <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 />2) +/-340 psf. <br />SOFFIT W/ SINGLE SPAN <br />�S"F,_OFFIT DETAILS <br />ffit 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 />u7 <br />N <br />O <br />d' <br />O <br />O <br />N <br />CV <br />M <br />J <br />LL <br />w <br />J <br />J <br />Z <br />O <br />Y <br />U <br />Q <br />O <br />0 <br />W <br />Z) <br />J <br />m <br />w <br />a <br />Z) <br />a <br />0 <br />} <br />Z <br />W <br />0 <br />W <br />it <br />O <br />O <br />O <br />i <br />ti <br />l� <br />Z <br />U) <br />U) <br />W <br />m <br />W <br />W <br />Z <br />Z <br />w <br />Q <br />It <br />0 <br />LL <br />0 <br />O <br />0- <br />ir <br />U <br />Q <br />0 <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />} <br />U <br />O <br />J <br />O <br />Z <br />w <br />I— <br />x <br />W <br />Q <br />x <br />00 <br />W <br />Uj <br />CO <br />G <br />z <br />O <br />LL <br />Q <br />O <br />J <br />O <br />Z <br />U <br />w <br />I— <br />w <br />0- <br />E <br />O <br />U <br />Q <br />APEX 0 O <br />a <br />tds <br />true design studios N <br />9000 REGENCY SQUARE BLVD. _ <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <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 />>Mof considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />�n any electronic copy <br />m W <br />J z� <br />O W <br />W _ U) <br />Q <br />O <br />W <br />W <br />Q <br />0 <br />W <br />2 <br />W <br />r <br />x <br />aL <br />z <br />Z <br />O <br />w <br />Z <br />a <br />LL <br />Uj <br />Abbott Park <br />Q <br />U <br />U) <br />LOT 007-04-16 <br />0 <br />W <br />z <br />PROJECT NO: <br />w <br />0 <br />2021.012598 <br />LL <br />- <br />O <br />DRAWN: <br />CD <br />o <br />CHKD: <br />MJP <br />Z_ <br />No 85166 <br />LDocuSlpned by:OR z <br />� ` V <br />rrrrr��►+� <br />11-02-2021 0 <br />w <br />REVISIONS: LU <br />No. Description Date ~ <br />w <br />J <br />- — Q <br />— O <br />Z <br />O <br />0 <br />,ST-7 <br />CMUIMETAL CONNECTOR ENGINEERING <br />