24' SEE DWG FOR SCREWING 2 PLY TOGETHER NOTE: FLOOR TRUSSES 19.2" O.C. ALL FLOOR TRUSSES ARE THE SAME 1'5"6 1'7"3 1'7"3 1'7"3 1'7"3 1'7"3

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Marjorie Lawrence
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1 89043 FLOOR TRUSSES 19.2" O.C. NO PLUMBING (BEDROOMS) SEE DWG FOR SCREWING 2 PLY TOGETHER NOTE: 1'5"6 24" CHASE 2 PLY FX F **ALL FLOOR TRUSSES ARE THE SAME** Lot: CHAPEL Layout: DCS Designer: Robert Herron Contractor: Customer: BAKER AND SON LBR Address: FERRIS ST JOB NO: PAGE NO: 1 OF 1

2 Job:(89043) / -BAKER AND SON LBR /CHAPEL / F 16"DP Flr Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2850f-2.3E Bot chord 4x2 SP 2850f-2.3E 4x2 SP #2 :W1, W2, W3, W12, W13, W22, W23, W24 4x2 SPF(S) Stud: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Trusses to be spaced at 19.2" OC maximum. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is All plates are 3X4 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, Max JT VERT DEFL: LL: 0.39" DL: 0.27". See detail 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, DEFLCAMB1014 for camber recommendations. 1 Crown (minimum), 1-1/2" length wire staples on each narrow face. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: Bottom chord checked for psf non-concurrent bottom chord CHORD SPACING(IN OC) START(FT) END(FT) live load applied per IBC-09 section BC Apply purlins to any chords above or below fillers Truss must be installed as shown with top chord up. at 24" OC unless shown otherwise above. 1'4" 3"8 11' 2' 11' 7"8 2'6" (TYP) 7"8 A B C D E F G H I J K L M AB W=3X6 N AA Z + + W=H0312 Y X W V U T S R Q P O Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W AA 1046 / - / - / - / - / 3.5 O 1046 / - / - / - / - / 3.5 AA Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 Bearings AA & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) A - B 1 0 G - H B - C H - I C - D I - J D - E J - K E - F K - L F - G L - M 1 0 Maximum Bot Chord Forces Per Ply (lbs) AA- Z U - T Z - Y T - S Y - X S - R X - W R - Q W - V Q - P V - U P - O DESC = F 16"DP Flr Maximum Web Forces Per Ply (lbs) AB-AA 0-5 T - G A -AA 7-2 G - S AA- B S - I B - Z I - R Z - C R - J C - Y J - Q DESIGN CRIT=IBC 2009 /TPI-2007 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 11 REV C Y - D Q - K F 16"DP Flr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to WEIGHT =124.9 SEQ

3 Job:(89043) / -BAKER AND SON LBR /CHAPEL / F 16"DP Flr D - X X - E E - V V - F F - U K - P P - L L - O M - O 7-2 O - N 0-5 DESC = F 16"DP Flr DESIGN CRIT=IBC 2009 /TPI-2007 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 11 REV C as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to F 16"DP Flr WEIGHT =124.9 SEQ

4 Job:(89043) / -BAKER AND SON LBR /CHAPEL / FX 16"DP Flr Girder Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP 2850f-2.3E Bot chord 4x2 SP 2850f-2.3E 4x2 SP #2 :W1, W2, W3, W12, W13, W22, W23, W24 4x2 SPF(S) Stud: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 140 plf at 0.12 to 140 plf at BC- From 8 plf at 0.00 to 8 plf at Truss must be installed as shown with top chord up. See DWG CNSY42PL1014 or LSCCSYX2A1014 for connection details of 2 ply trusses. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Max JT VERT DEFL: LL: 0.19" DL: 0.61". See detail DEFLCAMB1014 for camber recommendations. In lieu of structural panels or rigid ceiling use purlins to laterally brace chords as follows: CHORD SPACING(IN OC) START(FT) END(FT) BC Apply purlins to any chords above or below fillers at 24" OC unless shown otherwise above. All plates are 3X4 except as noted. + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Attach notched end vertical(s) to next end vertical using (3) qty. 10d box or (0.128"x3"min) gun nails, or (5) qty. 15-Gauge, 7/16" Crown, 2-1/2" length wire staples, through wide face; or (3) qty. 16-Gauge, 1 Crown (minimum), 1-1/2" length wire staples on each narrow face. Trusses to be spaced at 19.2" OC maximum. Deflection meets L/480 live and L/360 total load. Creep increase factor for dead load is Complete Trusses Required Maximum Reactions (lbs) Loc R / U / Rw / Rh / RL / W AA 2233 / - / - / - / - / 3.5 O 2233 / - / - / - / - / 3.5 AA Min Brg Width Req = 1.5 O Min Brg Width Req = ' 2' 11' Bearings AA & O Fcperp = 565psi. Maximum Top Chord Forces Per Ply (lbs) 2'6" A - B 1 0 G - H "8 (TYP) 7"8 B - C H - I C - D I - J D - E J - K E - F K - L F - G L - M 1 0 A B C D E F G H I J K L M AB W=3X6 N 3"8 Maximum Bot Chord Forces Per Ply (lbs) + + AA- Z U - T W=H0308 Z - Y T - S AA Z Y X W V U T S R Q P O Y - X S - R X - W R - Q W - V Q - P V - U P - O Maximum Web Forces Per Ply (lbs) AB-AA 0-4 T - G A -AA 8 0 G - S AA- B S - I B - Z I - R DESC = FX 16"DP Flr Girder Z - C R - J C - Y J - Q DESIGN CRIT=IBC 2009 /TPI-2007 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV C Y - D Q - K '4" FX 16"DP Flr Girder as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to WEIGHT =249.9 SEQ

Job:(89043) / -BAKER AND SON LBR /CHAPEL / FX 16"DP Flr Girder D - X 665 0 X - E 0-652 E - V 399 0 V - F 0-460 F - U 103-92 K - P 0-1336 P - L 1347 0 L - O 0-1257 M - O 8 0 O - N 0-4 DESC = FX 16"DP

5 Job:(89043) / -BAKER AND SON LBR /CHAPEL / FX 16"DP Flr Girder D - X X - E E - V V - F F - U K - P P - L L - O M - O 8 0 O - N 0-4 DESC = FX 16"DP Flr Girder DESIGN CRIT=IBC 2009 /TPI-2007 FT/RT=3%(0%)/0(0) PLY= 2 QTY= 1 REV C as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to FX 16"DP Flr Girder WEIGHT =249.9 SEQ

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.

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. 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, 15.00 ft mean hgt, SCE 7-10, COSED bldg, ocated anywhere in roof,