Duke Schropp Duke Lake Rd. Whitehall
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1 3/12 uke Schropp uke Lake Rd. Whitehall 38'8" A1 A2 3/12 12' 3/12 3/12 Lot: UK LAKE R Layout: NL esigner: ALEIGH STOWE ontractor: UKE SHROPP ustomer: STANAR SUPPLY & LUMER- Address: UKE LAKE R 16' JO NO: PAGE NO: 1 OF 1
2 Job:(95511) / -STANAR SUPPLY & LUMER- /UK LAKE R / A 38'1"14 Gable ot chord 2x4 SPF #1/#2 2x4 SPF Stud 115 mph wind, ft mean hgt, ASE 7-10, LOSE bldg, Located anywhere in roof, RISK AT II, EXP, wind T L=4.2 psf, wind =6.0 psf. HOR SPAING(IN O) START(FT) EN(FT) (G1) Gusset Plates are 7/16" APA RATE OS SHEATHING, 24/16, EXP 1. Apply gusset to each face of truss and attach with evenly distributed 0.099"x2.0" Nails specified in circles. Hatched lines indicate portions on gussets protruding outside of the perimeter of the truss that may be trimmed flush with the truss profile. Minimum Nail/Screw Spacing Requirements ased on ANSI/AF&PA NS-2001: End istance 1-1/2" Edge istance 1/2" Spacing etween Rows 1/2" Spacing in a Row 1-1/2" Maximum Number of Rows for Member Size: 2x4 5 Rows Truss designed for unbalanced snow load based on Pg=60.00 psf, All plates are 1.5X3 except as noted. (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. See WGS A11515EN101014, GLLETIN1014, & GARST for gable wind bracing and other requirements. Maximum Reactions (lbs), or *=PLF AN*128 / - / 34 / - / 1 / 457 A Min rg Width Req = - earing A Fcperp = 565psi. 4'9"10 0"6 3X4(1) A AM 3 AL 12 E F G H AK AJ AI AH AG 8X12X7/16"(G1) 1.5X3(**) JKL I 5 M 5 (S1) AF AE A A 38'1"14 N A O P Q R AA Z Y X S W T V 3X4(1) U AN 8'6"8 A E E - F F - G G - H H - I I - J J - K K - L L - M M - N N - O O - P P - Q Q - R R - S S - T T - U A -AM AM-AL AL-AK AK-AJ AJ-AI AI-AH AH-AG AG-AF AF-AE AE-A A-A A-A A-AA AA- Z Z - Y Y - X X - W W - V V - U ES = A 38'1"14 Gable ESIGN RIT=I 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 0 REV A as applicable. Apply plates to each face of truss and position as shown above and on the Joint etails, unless noted otherwise. Refer to ATE - 08/09/17 A 38'1"14 Gable WEIGHT =180.2 SEQ
3 Job:(95511) / -STANAR SUPPLY & LUMER- /UK LAKE R / A 38'1"14 Gable (1) 2x4x6-5-4 x SPF #1/#2 ottom chord scab centered from left end. Attach to one face of chord with (2) rows of 0.131"x3", min. 6" oc, staggered 3". J -AE A- L Maximum Gable Forces Per Ply (lbs) -AM AL AK E -AJ G -AH H -AG I -AF A- M A- N AA- O Y - Q X - R W - S V - T ES = A 38'1"14 Gable ESIGN RIT=I 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 0 REV A as applicable. Apply plates to each face of truss and position as shown above and on the Joint etails, unless noted otherwise. Refer to ATE - 08/09/17 A 38'1"14 Gable WEIGHT =180.2 SEQ
4 Job:(95511) / -STANAR SUPPLY & LUMER- /UK LAKE R / 16' ommon ot chord 2x4 SPF #1/#2 115 mph wind, ft mean hgt, ASE 7-10, LOSE bldg, Located anywhere in roof, RISK AT II, EXP, wind T L=4.2 psf, 2x4 SPF Stud wind =6.0 psf. HOR SPAING(IN O) START(FT) EN(FT) Truss designed for unbalanced snow load based on Pg=60.00 psf, Maximum Reactions (lbs) 1291 / - / 295 / - / 14 / 4.0 F 1291 / - / 295 / - / - / 4.0 Min rg Width Req = 2.0 F Min rg Width Req = 2.0 earings & F Fcperp = 565psi '3"5 8' 8'9'3"5 4X4 A E E - F F - G '5" 5" 3X6(A1) A 1.5X3 H 3X8 E 1.5X3 F 3X6(A1) G 2'6"10 8'1"2 - H H - F H H - E H ' 16' 1' LEFT RAKE = 1'0"6 RIGHT RAKE = 1'0"6 ES = 16' ommon ESIGN RIT=I 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 6 REV A as applicable. Apply plates to each face of truss and position as shown above and on the Joint etails, unless noted otherwise. Refer to ATE - 08/08/17 16' ommon WEIGHT =64.4 SEQ TYPE OMN
5 Job:(95511) / -STANAR SUPPLY & LUMER- /UK LAKE R / A1 38'1"14 Gable ot chord 2x4 SPF #1/#2 2x4 SPF Stud See WGS A11515EN101014, GLLETIN1014, & GARST for gable wind bracing and other requirements. All plates are 1.5X3 except as noted. Right end vertical not exposed to wind pressure. 115 mph wind, ft mean hgt, ASE 7-10, LOSE bldg, Located anywhere in roof, RISK AT II, EXP, wind T L=4.2 psf, wind =6.0 psf. HOR SPAING(IN O) START(FT) EN(FT) Truss designed for balanced snow load based on Pg=60.00 psf, Maximum Reactions (lbs), or *=PLF V* 130 / - / 34 / - / 7 / 143 Q* 126 / - / 34 / - / - / 85.2 V Min rg Width Req = - Q Min rg Width Req = - earings V & Q are a rigid surface. 0"6 A V 2X4(8R) ES = A1 38'1"14 Gable H 3 12 G F E U T S R Q P O 11'11"12 7'1"3 J K I L N M ESIGN RIT=I 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV A A F - G G - H H - I E I - J E - F 4-75 J - K 0-4 A - U Q - P 7-2 U - T P - O 4-1 T - S O - N 2-1 8'6"8 S - R N - M 0 0 R - Q M - L 0 0 J - M Maximum Gable Forces Per Ply (lbs) - U G - P T H - O S I - N ATE - 08/04/17 A1 38'1"14 Gable as applicable. Apply plates to each face of truss and position as shown above and on the Joint etails, unless noted otherwise. Refer to WEIGHT =85.9 SEQ '9"10
6 Job:(95511) / -STANAR SUPPLY & LUMER- /UK LAKE R / A1 38'1"14 Gable E - R ES = A1 38'1"14 Gable ESIGN RIT=I 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV A as applicable. Apply plates to each face of truss and position as shown above and on the Joint etails, unless noted otherwise. Refer to ATE - 08/04/17 A1 38'1"14 Gable WEIGHT =85.9 SEQ
7 Job:(95511) / -STANAR SUPPLY & LUMER- /UK LAKE R / A2 38'1"14 Gable ot chord 2x4 SPF #1/#2 2x4 SPF Stud All plates are 1.5X3 except as noted. 115 mph wind, ft mean hgt, ASE 7-10, LOSE bldg, Located anywhere in roof, RISK AT II, EXP, wind T L=4.2 psf, wind =6.0 psf. Left end vertical not exposed to wind pressure. See WGS A11515EN101014, GLLETIN1014, & GARST for gable wind bracing and other requirements. HOR SPAING(IN O) START(FT) EN(FT) Truss designed for balanced snow load based on Pg=60.00 psf, Maximum Reactions (lbs), or *=PLF K* 128 / - / 34 / - / 4 / 228 U Min rg Width Req = - earing U Fcperp = 565psi. 4'9"10 A UT ES = A2 38'1"14 Gable S A F - G G - H H - I E I - J E - F J - K E F G U - T 0 0 P - O H T - S 0 0 O - N I S - R 2-1 N - M J R - Q 4-1 M - L Q - P 7-2 L - K X4(1) K 8'6"8 0"6 - T R Q P O N M L Maximum Gable Forces Per Ply (lbs) S N - H R M - I Q - E L - J O - G ESIGN RIT=I 2015 /TPI-2014 FT/RT=3%(0%)/0(0) PLY= 1 QTY= 1 REV A ATE - 08/09/17 A2 38'1"14 Gable as applicable. Apply plates to each face of truss and position as shown above and on the Joint etails, unless noted otherwise. Refer to WEIGHT =85.9 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.
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,
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