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DocuSign Envelope ID. 36F18693-F185-48FC-BA20-05B28AEDBD00 <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):0 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 O.C. <br />• TO CMU w/ PT NAILER: <br />W/ (1) 0.131" x 2Y2' NAIL EACH INTERSECTION <br />MU <br />(2) ROWS 3/6' x 23/4" <br />TAPCONS @ MAX 24" O.C. SEE ST-1 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 />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 3/6" x MAX 16" SPAN <br />2%4' TAPCONS @ MAX 24" O.C. <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"F70_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 />Ui <br />T_ <br />N <br />00 <br />4 <br />O <br />O <br />N <br />(N <br />C) <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />Y <br />U <br />d <br />O <br />O <br />W <br />G7 <br />J <br />m <br />W <br />Q <br />0 <br />U <br />z <br />W <br />W <br />IY <br />O <br />O <br />O <br />0) <br />ti <br />LIDrl- <br />z <br />fA <br />U) <br />W <br />U) <br />00 <br />W <br />z <br />z <br />W <br />0 <br />LL <br />z <br />O <br />a <br />O <br />a <br />O <br />U <br />Q <br />O <br />J <br />W <br />Q <br />U <br />z <br />0 <br />O <br />J <br />z <br />U <br />W <br />I— <br />x <br />W <br />Q <br />x <br />APEX <br />co <br />- I <br />tds <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <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 />n any electronic copy W <br />9 U. W <br />W <br />Z <br />J Lu <br />UJ O U) <br />Q <br />U <br />Lu <br />�j <br />W <br />QLL <br />Abbott Park <br />LOT 011-04-1 B <br />PROJECT NO: <br />2021.012602 <br />DRAWN: <br />CD <br />CHKD: <br />MJP <br />s <br />No 85166 <br />* . DocuSigned by: <br />'3 . 44/ <br />CC CC� <br />•• 6FPDAG F435._ <br />11-01-2021 <br />REVISIONS: <br />No. Description Date <br />0 <br />I�- <br />x <br />z <br />O <br />0 <br />W <br />H <br />z <br />CL <br />LL <br />LLI <br />J <br />U <br />U <br />0 <br />W <br />H <br />Z <br />0 <br />W <br />0 <br />LL <br />O <br />0 <br />O <br />W <br />J <br />Q <br />U <br />U) <br />fn <br />z <br />Q <br />V <br />z_ <br />W <br />w <br />w <br />J <br />Q <br />U <br />H <br />O <br />z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />ST=7 <br />