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DocuSign Envelope ID. 21 E7372B-7C76-459C-AFD9-9AE48FD1 8COA <br />TYPICAL ROOF <br />DECK SHEATHING <br />2x SYP NAILER (IF REQ'D): — <br />• TO WOOD FRAME: (2) 0.131" <br />x 3" NAILS @ EACH STUD, <br />MAX 24" O.C. <br />• TO CMU w/ PT NAILER: <br />(2) ROWS 3/s' x 23/4" <br />TAPCONS @ MAX 24" O.C. <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />MAX T-0" OVERHANG <br />MAX 12" SPAN <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 />1x2 SYP NAILING STRIPS TO BLOCK / NAILER <br />W/ (1) 0.131" x 2%2" NAIL EACH INTERSECTION <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) +/-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/g" x <br />23/4' TAPCONS @ MAX 24" O.C. MAX 16" SPAN <br />CHANNEL REQUIREMENTS — PER MANUFACTURER 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 />SF OFFIT 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 />CV <br />L0 <br />OV <br />00 <br />4 <br />O <br />04 <br />04 <br />M <br />J <br />lL <br />w <br />J <br />J <br />Z <br />O <br />Y <br />U <br />O <br />0 <br />w <br />0 <br />J <br />m <br />w <br />G7 <br />Z <br />w <br />0 <br />w <br />O <br />G <br />0) <br />il� <br />IT <br />O <br />Z <br />W <br />V) <br />w <br />m <br />w <br />w <br />Z <br />Z <br />w <br />0 <br />O <br />J <br />LL <br />0 <br />O <br />0 <br />U <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 />I'- <br />x <br />w <br />a- <br />x <br />APEX <br />£2 <br />L <br />tds -6 <br />true design studies D <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 />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copy I _ <br />Q W <br />IIIIIIIIIJ z W <br />O w <br />ULJ _ co <br />Q � G <br />> <br />O <br />M <br />W <br />Lu <br />0 <br />¢ <br />0 <br />Q <br />.j <br />LIJ <br />w <br />W <br />W <br />� <br />x <br />x <br />a <br />LL <br />0 <br />0 <br />w <br />Z <br />a <br />LL <br />w <br />Abbott Park Q <br />U <br />LOT 023-03-1 B o <br />w <br />Z <br />C� <br />PROJECT NO: w <br />2021.012592 0 <br />U_ <br />- O <br />DRAWN: <br />CD o <br />CHKD: U) <br />MJP U) <br />w <br />J <br />¢ <br />U <br />U) <br />♦��� J�� •EN`S •,•* Z <br />No 85166 <br />� * •• Doc Signed by: • * r <br />'7' �� •� <br />•• F ADA EF435•� ♦ (n <br />♦ ffnn <br />` V <br />•,��F•�� OR�pP.•N % Z <br />C> <br />ss/0NA\_E0, %' <br />1111111/�� <br />11-01-2021 0 <br />w <br />REVISIONS: Uj <br />No. Description Date ~ <br />w <br />J <br />U <br />U) <br />H <br />-- O <br />Z <br />O <br />0 <br />ST=7 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />