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{ <br />SCALE: 1 1/2"=1'-0" <br />CUSTOM BENT 20 <br />ga. CONTINUOUS <br />RIDGE CAP <br />FASTENERS F-9, SIX PER PANEL; <br />SPACE AT NOT MORE THAN 8" O.0 <br />12 <br />4 <br />PLATE TWO WITH F-4's TO <br />EACH STUD FLANGE <br />TYPICAL RIDGE BEAM <br />DETAIL <br />SCALE: 1 1/2"=V-0" <br />DETAIL <br />SCALE: 1 1/2"=V-0" <br />FASTENERS F-9, SIX PER PANEL; <br />SPACE AT NOT MORE THAN 8" O.C. `Z\ <br />1 1 V-8 5/8" �.✓ <br />CONTINUOUS 20 ga. CUSTOM -I <br />BENT FASCIA CAP WITH ONE F-6 <br />TOP AND BOTTOM AT 15" O.C. <br />STEEL BEAM, SEE PLANS AN <br />DETAILS FOR SIZE <br />TYPICAL PORCH EAVE BEAM <br />SECTION <br />SCALE: 1 1 /2"=V-0" <br />TYPICAL ROOF PANEL <br />STEEL BEAM. SEE PLAN AND DETAILS <br />FOR SIZE <br />TYPICAL ROOF TO INTERMEDIATE <br />GARAGE STEEL BEAM <br />DETAIL <br />DETAIL <br />SCALE: 1 1 /2"=V-0" <br />SCALE: 1 1 /2"=V-0" <br />1 <br />TYPICAL ROOF PANEL <br />12 <br />4 1/2 <br />CONTINUOUS 20 ga. CUSTOM -J <br />BENT FASCIA CAP WITH ONE F-6 <br />TOP AND BOTTOM AT 15" O.C. <br />TYPICAL WALL STUD <br />TYPICAL 4 2:12 EAVE <br />DETAIL <br />SCALE: 1 1/2"=V-0" <br />TYPICAL WALL STUD <br />DETAIL <br />SCALE: 1 1 /2"=V-0" <br />TYPICAL 4:12 EAVE <br />I <br />ttx8" A307 A.T.R. <br />W/TWO NUTS TWO STANDARD <br />FLAT WASHERS <br />ANCHOR BOLT AB-1 <br />5MIV' LARGE DIAMETER TAPCON <br />ANCHOR BOLT AB-2 <br />go <br />5I8-11x 2'A325 <br />CONNECTION BOLT CB-1 <br />F-1 <br />7/4 X 13/4 HWH TAPCON <br />F2 <br />HWH 1/4-14 1TEKS/3 <br />F3 <br />rtMN'H' ��1 2-14XS'4 TEKS/3 <br />F f <br />® �f"'^� <br />PAN 110-1S<3/4 TEKS/3 <br />F� ® TRUSS <br />lU--'— <br />TRUSS 10-i2x3/4 T/2.5 <br />F� Io 114-14 111 TH S.D. , LAPTEK <br />F4 ® 0311AIIIVII� <br />10-1&1-13116 PSD Flat TEKS13 <br />FAG 10-4 FAB-LOK <br />#14xlM S.D. TRUFAST SCREW W/ 1 1/ - NEO WASHER HD-10000 <br />L- CONTINUOUS 20 ga. CUSTOM <br />BENT FASCIA CAP WITH ONE F-6 <br />TOP AND BOTTOM AT 15" O.C. <br />12 <br />4 F- <br />FASTENERS F-9, SIX PER PANEL; <br />SPACE AT NOT MORE THAN 8" O.C. <br />TYPICAL ROOF PANEL <br />CONTINUOUS 16 ga. CUSTOM BENT <br />BEAM TOP CAP <br />STEEL BEAM. SEE PLAN AND DETAILS <br />FOR SIZE <br />NON LOAD BEARING LOFT WALL COLD <br />FORMED STEEL WALL FRAMING. SEE <br />PLAN FOR SIZE AND SPACING. <br />TYPICAL ROOF TO INTERMEDIATE STEEL <br />DETAIL BEAM <br />SCALE: 1 1/2"=V-0" <br />TYPICAL ROOF PANEL <br />l <br />CONTINUOUS T1 TRACK WALL CAP WITH <br />TWO F-4'S TO EACH STUD FLANGE <br />DETAIL <br />SCALE: 1 1/2"=V-0" <br />TYPICAL WALL STUD <br />FASTENERS F-9, SIX PER PANEL; <br />SPACE AT NOT MORE THAN 8" O.C. <br />TYPICAL GABLE RAKE <br />I- CONTINUOUS 20 ga. CUSTOM <br />BENT FASCIA CAP WITH ONE F-6 <br />TOP AND BOTTOM AT 15" O.C. <br />Lo <br />0 0 <br />rn rn 0) <br />m <br />(h M 0) <br />N <br />a- LL U <br />2 <br />O <br />0 U <br />0 <br />J Z <br />m � <br />m w <br />U W <br />In N Z <br />G7 <br />co w <br />LL <br />W <br />QQm <br />M a <br />02 <br />w •6'. 2 E <br />ow <br />Cjo' <br />r � � <br />�eeeprrrrr�re'p4O��N� o� <br />0 <br />u. -j m w 0 <br />O LL W W Z Q Z Q w <br />pwp J w� W aq o Wi M <br />W J m 2 o H <br />w m W W O m N U W w <br />�o-o>oQZ>-wi- <br />OQ�cn=zq0 Nw <br />E w�ww�wo <br />F-o L-W m_jwZJ <br />�OOti Wm� <br />=OD- <br />~�F-U) o=wcwi)m <br />l-Z=ZwZ=WWWZ <br />0wQO <br />CrY�Q(nU' F-Ow a <br />U%-W W�UI�- W <br />-20 O O w <br />W <br />F- <br />Q <br />0 <br />Z <br />0 <br />C7 <br />W <br />cr- <br />rnocam®c <br />II it <br />U <br />L_I <br />P <br />LL <br />LL. <br />Q <br />W <br />® <br />ry <br />. r <br />'I 'iI <br />O <br />W <br />�) <br />COLr- <br />N <br />JOB NO. <br />E19-751 <br />DATE <br />02/04/2020 <br />DRAWN <br />SLC <br />DESIGN <br />JWB <br />DETAILS <br />FOR REVIEW AND PERMIT. NOT FOR CONSTRUCTION UNTIL APPROVED BY THE OWNER AND THE BUILDING OFFICIAL. THEN MUST BE MARKED "APPROVED FOR CONSTRUCTION" BY THE ENGINEER. <br />S3.3 <br />