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2X6 SP #2 SCABS (SIDE -BY -SIDE) <br />ATTACHED TO TRUSS WITH (3) <br />1OD'S 0 TOP AND BOTTOM. <br />PRE-ENGINEERED <br />SCABS REOUIRED FOR FULL <br />WOOD TRUSSES <br />CONNECTION NAIUNG. <br />AT 2'-W D.C. <br />FASCIA (SEE <br />ARCH. DWG.) <br />MAX� <br />SHEATHING PER PU <br />HOLD DOWN W ANC <br />OR BOLT PER PLAN <br />TRUSS <br />TO SCALE <br />2X6 SP #2 SCAB, <br />FULL HEIGHT <br />ATTACHED TO <br />TRUSS WITH (2) 1 <br />NAILS @ 3- O.C. , <br />MIN 2x6 VERT. <br />TRUSS WEB <br />REQUIRED <br />HOLD DOWN <br />ANCHOR SOLT <br />PER PLAN <br />BOND BEAM OR <br />UNTEL PER PLAN <br />2W LONG ZK SP #2 <br />SCAB, (2) 10d NAILS <br />0 3- O.C., APPLIED <br />TO ALL TRUSS <br />WEBS AND CHORD, <br />MATCH DEPTHS OF <br />EXISTING TRUSS <br />MEMBERS <br />11/01/2023 <br />R�M-140 <br />PRE-ENG. <br />TRUSS PER <br />I <br />PRE-ENG. TRUSS MANUF <br />MANUF <br />STRAP PER PLAN, ONE EA <br />SIDE OF TOP PLATES, <br />PRE-ENG. TRUSS PER MANUR <br />WRAP AROUND TOP <br />STRAP PER PLAN <br />PLATES. <br />(2) 2x-TOP PLATE <br />(2) 2X-TOP PLATE <br />STRAP PER PLAN <br />SIMPSON SPH STUD PLATE <br />FULL HEIGHT STUD <br />(2) 2x - TOP PLATE <br />TIE .1 (12) 0.148W -1/2' <br />COL PER PLAN, <br />NAILS, SIZE TO MATCH STUD <br />EXCEPT MIN. COL. <br />FULL HEIG14T STUDS PER PLAN <br />SIZE. ONE EA PLY OF <br />PLY COUNT TO <br />COLUMN PER PLAN. <br />MATCH TRUSS PLY <br />11.1-0. FULL HEIGHT STUD: ALT 48' LONG <br />COUNT +1 <br />2WERTICAL SCAB MATCHING COL NOTE: ENSURE NAILING IS NOT <br />FULL HEIGHT STUDS PER <br />ONE STRAP EA SIDE OF <br />DEPTH /(2) ROWS OF 16d NAILS @ 6' INSTALLED IN AREAS WHERE <br />PLAN <br />WALL DFECT TO STUD <br />O.C. STAGGER ROWS 3' STRAPPING IS OVERLAPPING <br />BOTH STRAPS ON ONE STRAP EA SIDE OF WALL <br />INTERIOR SIDE OF WALL WRAPPED TO PLATE <br />NOTE: REFERENCE TO FULL HEIGHT STUD COLUMNS IN THIS DETAIL MAY BE <br />SUBSTITUTED BY PSL COLUMN PER PLAN AS REO'D WHILE MAINTAINING STRAP <br />INSTALLATION CONFIGURATIONS, ADDITIONAL STUD OR SCAB MAY BE REO'D FOR <br />PROPER STRAP ATTACHMENT PER DETAIL INTENT. <br />MX GIRDER TRUSS TWIST STRAP INSTALLATION 03/27/2023 <br />K::�/NO�TO SCALE R=`sOl <br />'000 Fieldstone <br />0 <br />C.O.A.# ARCHITECURE: <br />AA26002802 <br />C.O.E.# ENGINEERINq.—,- <br />29349 <br />13 IBRAHEM ELAYEB, PE- <br />P.E.# 91476 <br />E BENJAMIN NIESE, PE <br />P.E.# 86025 <br />05/30/2024 <br />DATE <br />F- <br />/—/ of I L <br />:;—t' No. 8 <br />Alf <br />E OF <br />' t2ttz� <br />E <br />a <br />T� ge, -Z. I <br />-6 '2 b 'E <br />E <br />2 <br />Michigan <br />3400 Auburn Rd <br />Suite 200 <br />Auburn Hills, Ml 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.fieldstoneae.com <br />w <br />-j <br />LU <br />V) <br />LU <br />cr <br />0 r4 <br />00 <br />(0 <br />-1 <br />[DRAWN BY: I FAE I <br />VERSION: 5.0] <br />SHEET NAME <br />DETAILS - <br />ROOF <br />SHEET # <br />S4.1.1 <br />