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2X6 SP #2 SCABS (SIDE -BY -SIDE) <br />TH <br />ATTACHED TO TRUSS W1 (3) <br />1 OD'S (j? TOP AND BOTTOM. <br />PRE-EINGINEERED <br />SCABS REQUIRED FOR LL <br />WOOD TRUSSES <br />CONNECTION NAUNG . <br />AT Z-01 D.C. <br />FASCIA (SEE <br />ARCH. DWG.) <br />MAK <br />2X6 SP #2 SCAB. <br />FULL HEIGHT <br />ATTACHED TO <br />TRUSS WITH (2) 11 <br />NAILS@3'O.C.. <br />MIN 2X6 VERT. <br />TRUSS WEB <br />REQUIRED <br />24' LONG 21, SP #2 <br />SCAB, (2) 10d NALS <br />@ 3' D.C., APPLIED <br />TO ALL TRUSS <br />WEBS AND CHORD, <br />MATCH DEPTHS OF <br />EXISTING TRUSS <br />MEMBERS <br />HOLD DOWN w/ <br />ANCHOR DO <br />H.IN.IER. <br />PER PLANL' <br />14OLD DOWN .1 ANCHOR <br />BOND BEAM OR <br />IOND BEAM OR <br />BOLT PER PLAN <br />UNTEL PER PLAN <br />LINTEL PER PLAN <br />TRUSS GIRDER CONNECTION w/ <br />1314� — <br />'� TO SCALE <br />PRE- rSkR <br />I <br />PRE-ENG. TRUSS MANUF. <br />MANLIF. <br />STRAP PER PLAN, ONE EA <br />SIDE OF TOP PLATES, <br />PRE-ENG. TRUSS PER MANUF. <br />WRAP AROUND TOP <br />STRAP PER PLAN <br />PLATES. <br />(2) 2x-TOP PLATE <br />(2) 2X JOP PLATE <br />STRAP PER PLAN <br />SIMPSON SPH STUD PLATE <br />FULL HEIGHT STUD <br />- D <br />(2) 2x - TOP PLATE <br />TIE w/ (12) 0.148-xl -17 <br />COL. PER PLAN. <br />NAILS, SIZE TO MATCH STUD <br />EXCEPT MIN. COL <br />FULL HEIGHT STUDS PER PLAN <br />SIZE. ONE EA PLY OF <br />PLY COUNT TO <br />COLUMN PER PLAN. <br />MATCH TRUSS PLY <br />II.L.O. FULL HEIGHT STUD: ALT 48' LONG <br />COUNT I <br />ZKVERTICAL SCAB MATCHtNG COL NOTE: ENSURE NAILING IS NOT <br />FULL HEIGHT STUDS PER <br />ONE STRAP EA SIDE OF <br />DEPTH w/(2) ROWS OF 16d NAILS @ 6' INSTALLED IN AREAS WHERE <br />PLAN <br />WALL DIRECT TO a= <br />O.C. STAGGER ROWS 3' STRAPPING IS OVERLAPPING <br />BM STRAPS ON ONE STRAP EA SIDE OF WALL <br />RVIEF" SIDE OF WRAPPED TO PLATE <br />NOTE: REFERENCE TO FULL HEIGHT STUD COLUMNS IN THIS DETAJL MAY BE <br />SUBSTITUTED BY PSL COLUMN PER PLAN AS REDD WHILE MAINTAIN114G STRAP <br />INSTALLATION CONFIGURATIONS. ADDITIONAL STUD OR SCAB MAY BE REDD FOR <br />PROPER STRAP ATTACHMENT PER DETAIL INTENT. <br />WIX GIRDER TRUSS TWIST STRAP INSTWTION 03/2712023 <br />K::�/INO�TO SCALE R=601 <br />000 Fi <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERING- <br />29349 ztl_ <br />El IBRAHEM ELAYEB, PE <br />P.E.# 91476 <br />0 BENJAMIN NIESE, PE <br />P.E.# 86025 <br />06/20/2024 <br />DATE <br />N <br />N <br />IF 4,ki <br />RIC <br />AL <br />11111W <br />0 E <br />­7 <br />- <br />z <br />P <br />E <br />E, <br />g <br />0; <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, MI 48326 <br />+1 248.622.4035 <br />Florida <br />12906 Tampa Oaks Blvd. <br />Suite 150 <br />Tampa, FIL 33637 <br />+1 813.466.3310 <br />www.fieldstaneae.com <br />0*� <br />C) <br />z <br />0 <br />> <br />< <br />z <br />0 <br />U <br />< <br />C <br />< <br />V) <br />D <br />< <br />'C <br />DRAWN BY: I FAE <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET # <br />S4 0 1.1 <br />_j <br />