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OMMIRMK*�WL k TRUSS 0 ,_-gopn RAFTER TRUSS OR RAFTER TRUSS OR RAFTER <br />FBITIPIX111100111110MIX Nr RAFTER <br />(2) SDWC15600 (2) SDWC156DO (2) SDWC1560WO <br />fwMFffiFuII W&TOMINA�M�101OPPAF.W�@ SOWC1 <br />MINIF111 <br />OR <br />S.' <br />FUR =�MAL���&ME T T T I T <br />T I <br />OVE <br />OVERHAND OVERHANG OVERHANG OVERHANG OvER= <br />PER PLAN PER PLAN PER PLAN PER PLAN R <br />1/2.1 30' 3/4*-1 1/4//' `\2M - �11 /4* 1/2'-l' 11r.11 1/2�'-7�/Sr' A .1/7-7fir <br />DXMIMC1111010111MA DIXIIIIIIIIIII)MON07"ll DMWUCOWWYA71OND <br />WK flam"Myoriq RawwRtinpim mimommummwsoffolwna <br />11111211AMFORM IMDFDMIWPMMDIKIWAM WrALITMMIWRMKFOIWAW*'B NMINUM10PROMM IMDNMlCPRAIMINAW*lm <br />11111111111110"FUN WLUWFRR <br />FarfamemmIlL 1XIM111 <br />f#110:wK1T4:3i= <br />VARECIIIIIIIIATINf=4MIN - <br />vNiGmallieft <br />PERNIFIX11111101119M <br />INMrAmmam <br />�X <br />�W&L MONO @ NWM EXT. WALL R"Eq 11/0112023 <br />R07 W <br />�NO; TO SCALE RWM-070 <br />2 3 <br />R13 <br />..�'To <br />T-MMINK <br />W. - � <br />— jT,_ 7 <br />d) <br />Ow J� HP <br />111171116M <br />IOU <br />w=ffff <br />2 <br />1 3 <br />=WMIGM <br />wameaffars M <br />rot <br />rot <br />flat. <br />OR <br />itw.mw <br />11ILYNNIONMIGM <br />ON <br />FMFED <br />ru <br />rx <br />r" <br />_11011; VNI'MINIM99111016 <br />1110112023 <br />R;�; 020 <br />TMZ%AFB TO DOUBLE TOP PLATE SCFEW CONNECTM <br />11/01/2023 <br />RVZ 030 <br />CONTINUOUS GONT, 2X4 (MIN) STRUCTURAL CONT. 2X4 W/ (2) <br />SHFATHING PER PLAN Sd <br />STRUCTURAL 12 NAILS Tv'1111111111110311183130FUS <br />(2) 10d N�ILS TRUCTURAL <br />HEATHING, SEE SHEATHING PER PLAN <br />PLAN FOR -RED <br />(2) <br />HO =E RUSS <br />IT, <br />NG PER TRUSS <br />2x4 OUTRIGGER AT 24'0.C. =,A SEE REQUIRED <br />ATTACHMENT OVERHANGS GREATER �j BRACI <br />Od TOENAILS 9 (2) A35 EA. ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO MANUFACTURER <br />8, D.C. TRUSS To WAL W TYP TRUSS CONNECTOR PER PLAN TRUSS wt (3) 1 Od <br />TOP HORIZONTAL BRACE. <br />0. mal -11 on an -[a xwj <br />PLATE ONE EA. SIDE STRUCTURAL 0twiftiwilmniumar <br />Nw*wqKVSLrMw a <br />WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUTRIGGERS <br />PER PLAN REOD AT 170 MPH OR GREATER <br />WOOD 2X4 BLOCKING (91 CONT. 2X4 (MIN.) / _11,IlIvia <br />EDGE NAILING <br />SHEATHING EDGE <br />(2) 10d NAILS <br />IN LIEU OF BLOCKING AND <br />wl (21 1 Od (9 EA. <br />EDGE NAILING SHOWN <br />END TO ADJACENT <br />TRUSS WEB <br />2X4 LADDER FRAMING AT <br />24'O.C. REDO AT <br />WITHIN THE GABLE. IT IS <br />(OR BOTTOM <br />OVERHANGS UP TO IS'. <br />ACCEPTABLE TO USE <br />f <br />CHORD NAILING <br />ATTACH TO TRUSS TOP <br />'EDGE NAIL SPACING TO <br />AS SHOWN) <br />CHORD / �2) 1. NAILS <br />BOTTOM CHORD OF TRUSS <br />AT 16'0.C. <br />TO TRANSFER LOAD. <br />2X4 BLOCKING <br />GABLE TRUSS w/ <br />TOE -NAIL <br />SHEATHING EDGE w/ <br />VERTICAL WEBS AS <br />EDGE NAJUNG <br />(2) 1 Od CD EA. END <br />NOTED IN THE <br />SHEATHING <br />TO ADJA ENT STUD <br />C <br />F RAMING SHEET A -A <br />SPLICIED SHIATHING <br />131 1 Od NAILS 13 <br />10d NAILS <br />TRUSS NOTES <br />BLOCKING AS REQUIRED <br />FOR BRACING BY TRUSS <br />MANVFACTU R, <br />SEE REQUIRED <br />BRACING PER TRUSS <br />MANUFACTURER <br />(..e. BSCI REOMTS) <br />Al <br />L:� <br />- PERMANENT TRUSS <br />BRACING PER TRUSS <br />MANUFACTURER 9 10-0- <br />MAX. SPACING. <br />(1) ADDITIONAL FLAT 2X4 <br />WITH BLOCKING <br />EXTENDING A MIN. OF (3) <br />TRUSS BAYS PLACED <br />BETWEEN PERMANENT <br />TRUSS BRACING <br />SntcwmfommpLm <br />(RESULTING IN 51-& MAX <br />EA TRUSS CHORD EIA. 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N <br />'*ONAL. <br />111111111%W <br />Ab 2 <br />I _v 2 % § �L i b <br />Michigan <br />3400 Aubum Rd <br />Suite 200 <br />Aubum 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.fieldstoneae.com <br />0 <br />S2 <br />W "t <br />Z LO <br />C.) <br />CV) <br />< <br />< <br />w <br />z <br />> <br />0-4 <br />111 <br />0 <br />00 <br />< <br />0 <br />L <br />U) <br />LU <br />-J <br />C/) <br />u, <br />U) <br />< <br />cc <br />Cr <br />C, W <br />N <br />F <br />L <br />_j <br />�RAWN BY: I FAE� <br />VERSION: 5.0 <br />SHEET NAME <br />DETAILS - <br />ROOF <br />S HEET # <br />S-4-11 <br />