Laserfiche WebLink
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 4/4" <br />TAPCONS @ MAX 24" O.C. <br />CHANNEL REQUIREMENTS <br />PER MANUFACTURER <br />SOFFIT W/ MULTIPLE SPANS <br />TYPICAL ROOF <br />DECK SHEATHING <br />— CHANNEL REQUIREMENTS <br />04 <br />PER MANUFACTURER <br />— 2x SYP BLOCK W/ (2) 0.131" x 3" <br />0N0 <br />END- OR TOE -NAILS EACH END <br />4 <br />O <br />— FASCIA AND DRIP EDGE PER ARCHITECT <br />0*) <br />ATTACH SOFFIT TO 2x BLOCK T1_ <br />OR UNDERSIDE OF 2x FASCIA N <br />N <br />PER MANUFACTURER M <br />1x2 SYP NAILING STRIPS TO BLOCK / NAILER LL <br />LL <br />W/ (1) 0.131" x 2%z" NAIL EACH INTERSECTION <br />W <br />J <br />J <br />AND (psf). <br />ER OF: z <br />O <br />Y <br />U <br />Q <br />1 <br />0 <br />0 <br />T_ <br />TYPICAL ROOF <br />DECK SHEATHING <br />FW— <br />CHANNEL REQUIREMENTS <br />> <br />PER MANUFACTURER <br />m <br />2x SYP BLOCK W/ (2) 0.131" x 3" <br />w� <br />END- OR TOE -NAILS EACH END <br />Q <br />FASCIA AND DRIP EDGE PER ARCHITECT <br />U) <br />2x SYP NAILER (IF REQ'D): <br />k <br />ATTACH SOFFIT TO 2x BLOCK <br />U <br />• TO WOOD FRAME: (2) 0.131" x 3" NAILS <br />OR UNDERSIDE OF 2x FASCIA <br />z <br />@ EACH STUD, MAX 24" O.C. <br />PER MANUFACTURER <br />W <br />• TO CMU w/ PT NAILER: (2) ROWS 3/6" x <br />(� <br />23/4" TAPCONS @ MAX 24" O.C. <br />MAX 16" SPAN <br />W <br />CHANNEL REQUIREMENTS <br />p <br />PER MANUFACTURER SEE ST FIT FOR SOFPRESSURE DEMAN <br />O <br />-D (psf). <br />O <br />CAPACITY OF THIS DETAIL IS THE LESSER OF: <br />1) SOFFIT MANUFACTURER ALLOWABLE <br />PRESSURE. <br />2) +/-340 psf. <br />ti <br />SOFFIT W/ SINGLE SPAN z <br />V) <br />V) <br />W <br />SF OFFIT DETAILS <br />z <br />Soffit detail is intended to convey connections between members in the <br />supporting structural frame, not the soffit connections to those members. <br />m <br />Product manufacturer and evaluating engineer retain responsibility for <br />x <br />individual soffit products and their connection to supporting structural frame. <br />W <br />W <br />(D <br />z <br />W <br />0 <br />LL <br />z <br />O <br />Q <br />O <br />O <br />U <br />Q <br />0 <br />o' <br />O <br />LL <br />Q <br />U <br />z <br />(D <br />O <br />_1 <br />O <br />z <br />U <br />w <br />I— <br />x <br />w <br />a <br />Q <br />W <br />0 <br />z <br />O <br />LU <br />z <br />U) <br />Z) <br />O <br />ILL <br />i= <br />a <br />U) <br />O <br />J <br />O <br />z <br />U <br />W <br />H <br />x <br />W <br />0- <br />E <br />Q <br />U <br />0 <br />Q <br />APEX <br />L3 <br />N <br />tds <br />true design studies >Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />11HOMON' a) <br />tz <br />aC/) <br />J <br />O <br />coW <br />� <br />Q <br />o <br />0__11 0 <br />m <br />Q <br />W <br />o <br />J <br />L1J <br />Q LU � <br />x <br />x <br />V_ <br />a <br />z <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />0 <br />shown using a digital signature. <br />LI J <br />Printed copies of this document are <br />I — <br />not considered signed and sealed <br />z <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />on any electronic copy <br />a <br />LL <br />W <br />Abbott Park <br />U <br />U) <br />LOT 051-03-1 A <br />O <br />w <br />z <br />r� <br />PROJECT NO: <br />W <br />0 <br />2022.009271 <br />LL <br />O <br />DRAWN: y y <br />1 I <br />� <br />0 <br />0 <br />CHKD: <br />LO <br />CD <br />co <br />W <br />C <br />SF• z <br />No 85166 <br />- Q <br />C) <br />� � ' STATE OF <br />O •• <v . <br />��I111111�� > <br />09-23-2022 <br />W <br />REVISIONS: <br />No. Description Date w <br />J <br />Q <br />r� <br />I— <br />O <br />z <br />O <br />ST=7 <br />CMU/METAL CONNECTOR ENGINEERING <br />