115 mph wind, ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=6.0 psf.
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1 ob:(91785) / -STNDE R GRNDVIE /HISCHMN OUT D / 40' 4/12 COMMON Top chord 2x4 SP #1/#2 ot chord 2x4 SP 1650f-1.5E 2x4 SP Stud 115 mph wind, ft mean hgt, SCE 7-10, COSED bldg, ocated anywhere in roof, RIS CT II, EXP, wind TC D=4.2 psf, wind =6.0 psf. Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWRS with additional C&C CHORD SPCING(IN OC) STRT(T) END(T) C Deflection meets /360 live and /240 total load. Creep increase Calculated vertical deflection is 0.52" due to live load and 0.58" due to dead load at X = pply purlins to any chords above or below fillers Ct=1.10, Ce=1.00, CT II & Pf=26.95 psf. 20' 20' Maximum Reactions (lbs) oc R / U / Rw / Rh / R / W 2000 / - / 813 / - / 102 / / - / 813 / - / - / 3.5 Wind reactions based on MWRS Min rg Width Req = 3.1 Min rg Width Req = 3.1 earings & cperp = 565psi. Maximum Top Chord orces Per Ply (lbs) 6'11"15 4X10(2) ET RE = C P 3X6 D E H0308 O 5X6 4X8 N 40' G H 3X6 H0308 M I 4X10(2) RIGHT RE = 14 7'5" G C G - H C - D H - I D - E I E P N - M P - O M O - N Maximum Web orces Per Ply (lbs) C - P N - H P - D H D - N I N DESC = 40' 4/12 COMMON DESIGN CRIT=IC 2015 /TPI-2014 T/RT=3%(0%)/0(0) PY= 1 QTY= 29 REV C as applicable. pply plates to each face of truss and position as shown above and on the oint Details, unless noted otherwise. 40' 4/12 COMMON WEIGHT =178.8 SEQ TYPE COMN
2 ob:(91785) / -STNDE R GRNDVIE /HISCHMN OUT D / G 40' 4/12 GE Top chord 2x4 SP #1/#2 ot chord 2x4 SP #1/#2 2x4 SP Stud ll plates are except as noted. Wind loads and reactions based on MWRS with additional C&C 115 mph wind, ft mean hgt, SCE 7-10, COSED bldg, ocated anywhere in roof, RIS CT II, EXP, wind TC D=4.2 psf, wind =6.0 psf. Truss designed to support top chord outlookers and cladding load not to exceed 2.00 PS one face and 24.0" span opposite face. Top chord must not be cut or notched. See DWGS 11515ENC101014, GETIN1014, & GRST for gable wind bracing requirements. CHORD SPCING(IN OC) STRT(T) END(T) Deflection meets /360 live and /240 total load. Creep increase C pply purlins to any chords above or below fillers Ct=1.10, Ce=1.00, CT II & Pf=26.95 psf. 6'11"15 (1) C ET RE = 14 DESC = G 40' 4/12 GE ' 20' G E D H 5X6 I M N O P Q R S (1) T U I H G E D C Z Y X W V 5X7 5X7 12' 16' 12' 12' 28' 40' RIGHT RE = 14 DESIGN CRIT=IC 2015 /TPI-2014 T/RT=3%(0%)/0(0) PY= 1 QTY= 2 REV C Maximum Reactions (lbs), or *=P oc R / U / Rw / Rh / R / W * 146 / 5 / 59 / - / 12 / 144 H*129 / - / 42 / - / - / 192 Z* 124 / 4 / 51 / - / - / 144 Wind reactions based on MWRS Min rg Width Req = - H Min rg Width Req = - Z Min rg Width Req = - earings, H, & Z are a rigid surface. Maximum Top Chord orces Per Ply (lbs) C M C - D M - N D - E N - O E O - P G P - Q G - H Q - R H - I R - S I S - T T - U D-C C I Z I-H Z - Y H-G Y - X G X - W E W - V E-D V - T G 40' 4/12 GE as applicable. pply plates to each face of truss and position as shown above and on the oint Details, unless noted otherwise. WEIGHT =214.1 SEQ TYPE G 7'5"
3 ob:(91785) / -STNDE R GRNDVIE /HISCHMN OUT D / G 40' 4/12 GE Maximum Gable orces Per Ply (lbs) Gables Gables C D E I G -H H -G I E D C M N Z - O Y - P X - Q W - R V - S DESC = G 40' 4/12 GE DESIGN CRIT=IC 2015 /TPI-2014 T/RT=3%(0%)/0(0) PY= 1 QTY= 2 REV C as applicable. pply plates to each face of truss and position as shown above and on the oint Details, unless noted otherwise. G 40' 4/12 GE WEIGHT =214.1 SEQ TYPE G
4 ob:(91785) / -STNDE R GRNDVIE /HISCHMN OUT D / 32' 4/12 COMMON Top chord 2x4 SP #1/#2 ot chord 2x4 SP #1/#2 115 mph wind, ft mean hgt, SCE 7-10, COSED bldg, ocated anywhere in roof, RIS CT II, EXP, wind TC D=4.2 psf, 2x4 SP Stud wind =6.0 psf. CHORD SPCING(IN OC) STRT(T) END(T) C Wind loads and reactions based on MWRS with additional C&C pply purlins to any chords above or below fillers Deflection meets /360 live and /240 total load. Creep increase Ct=1.10, Ce=1.00, CT II & Pf=26.95 psf. 16' 16' Maximum Reactions (lbs) oc R / U / Rw / Rh / R / W 1621 / - / 642 / - / 76 / / - / 642 / - / - / 3.5 Wind reactions based on MWRS Min rg Width Req = 2.5 Min rg Width Req = 2.5 earings & cperp = 565psi. Maximum Top Chord orces Per Ply (lbs) 5'7"15 3X10(1) 4 12 C N D E 5X7 M G H I 6'1" 3X10(1) G C G - H C - D H - I D - E I E N M N - M Maximum Web orces Per Ply (lbs) ET RE = 14 32' RIGHT RE = 14 C - N N - E E - M M M - G G I DESC = 32' 4/12 COMMON DESIGN CRIT=IC 2015 /TPI-2014 T/RT=3%(0%)/0(0) PY= 1 QTY= 7 REV C as applicable. pply plates to each face of truss and position as shown above and on the oint Details, unless noted otherwise. 32' 4/12 COMMON WEIGHT =144.7 SEQ TYPE COMN
5 ob:(91785) / -STNDE R GRNDVIE /HISCHMN OUT D / G 32' 4/12 STR GE Top chord 2x4 SP #1/#2 ot chord 2x4 SP 2100f-1.8E 2x4 SP Stud ll plates are except as noted. Wind loads and reactions based on MWRS with additional C&C 115 mph wind, ft mean hgt, SCE 7-10, COSED bldg, ocated anywhere in roof, RIS CT II, EXP, wind TC D=4.2 psf, wind =6.0 psf. Truss designed to support top chord outlookers and cladding load not to exceed 2.00 PS one face and 24.0" span opposite face. Top chord must not be cut or notched. #3 or better scab reinforcement. Same size & 80% length of web member. ttach with 10d ox or Gun 6" OC. See DWGS 11515ENC101014, GETIN1014, & GRST for gable wind bracing requirements. Deflection meets /360 live and /240 total load. Creep increase CHORD SPCING(IN OC) STRT(T) END(T) C Ct=1.10, Ce=1.00, CT II & Pf=26.95 psf. pply purlins to any chords above or below fillers 16' 16' Maximum Reactions (lbs) oc R / U / Rw / Rh / R / W 2126 / 39 / 768 / - / 106 / 3.5 T 2126 / 39 / 768 / - / - / 3.5 Wind reactions based on MWRS Min rg Width Req = 2.7 T Min rg Width Req = 2.7 earings & T cperp = 565psi. Maximum Top Chord orces Per Ply (lbs) 5'7"15 4X10(2) 4 12 D E C I H G ET RE = 14 G H I N M P O E D C Q R 6X8 32' M N O S T U Z Y P Q R S V W X X T W V RIGHT RE = 14 6'1" 4X10(2) U C M C - D M - N D - E N - O E O - P G P - Q G - H Q - R H - I R - S I S - T T - U H H-G Z G Z - Y E Y - X E-D X - W D-C W - V C V - T DESC = G 32' 4/12 STR GE Maximum Web orces Per Ply (lbs) DESIGN CRIT=IC 2015 /TPI-2014 T/RT=3%(0%)/0(0) PY= 1 QTY= 1 REV C D -I Q G 32' 4/12 STR GE as applicable. pply plates to each face of truss and position as shown above and on the oint Details, unless noted otherwise. WEIGHT =198.2 SEQ TYPE G
6 ob:(91785) / -STNDE R GRNDVIE /HISCHMN OUT D / G 32' 4/12 STR GE H H -M N-O P R-S T- N N -U U-V V- X X -W X- R Maximum Gable orces Per Ply (lbs) Gables Gables C -H I- E G E M- I 73-4 D-N O C-P Q R S- Z M -T 73-4 Y -U V- P W- W 63-1 Q -X V - S DESC = G 32' 4/12 STR GE DESIGN CRIT=IC 2015 /TPI-2014 T/RT=3%(0%)/0(0) PY= 1 QTY= 1 REV C as applicable. pply plates to each face of truss and position as shown above and on the oint Details, unless noted otherwise. G 32' 4/12 STR GE WEIGHT =198.2 SEQ TYPE G
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