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Plans (30)
Alpine, an ITW Company 8351 Rovana Circle ® Sacramento,CA 95828 ALPINE Fax:Phone:(800)877-3678 8088 7-3 78(916)387-0116 (9Ai41I W(OM?ANY sacseals@itwbcg.com Site Information: Customer: Oregon TrussobDescription: Greensward Job Number: 1706104CIA JobDescription: City,State,Zip: Portland,OR Item Seal# Truss Item Seal# Truss 43 180.17.1537.37453 JO6V 44 180.17.1524.03750 J07 45 180.17.1537.39893 JO7V 46 180.17.1523.46760 J08 47 180.17.1523.12863 J09 48 180.17.1523.25897 J10 49 180.17.1535.32790 MO1 50 180.17.1535.53687 P801 51 180.17.1536.00470 PB02 52 180.17.1536.08963 PB03 53 180.17.1536.18077 PB04 54 180.17.1536.24307 PB05 55 180.17.1536.35870 R01 56 180.17.1537.05390 XG _o PROFESS C./ G 1 N E 'p F 19575 2 1 pr allik OREGON Renews 6/30/2019 Printed 6/29/2017 5:12:19 PM 06/29/2017 Job Number: 1706104CIA Ply: 2 SEQN:27861 / T28 CHIP Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1526.57717 Truss Label: A01 CY / GWH 06/29/2017 i S 5 2 Complete Trusses Required 510"15 I 9'5"12 , 16'10" 24'2"3 I 31'6"6 I 356" 5'10"15 3'6"13 7'4"3 7'4"3 7'4"3 3'11"10 5 05X5 =3X5 =3X4 -3X3X4 =4X6 1111.5X4 D E F G H I T . 12.47/Aiik Tm m /A io` L:::°) ;:r B A/7 =4XX5 =3X4 M3X4 =4X5 1113X7 - 4X6(65R) .H0308 11'4"8� 5'9"10 I 7'4'•3 I 7'4"3 I T4"3 r 77"11 J 5'9"10 13'1"14 20'6"1 27'10"5 35'6" • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.235 E 999 240 B 3678 /692 I- I- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.500 E 848 180 J 3786 /828 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.076 J - - Wind reactions based on MWFRS EXP:B g HORZ TL:0.162 J - - B Min Br Width Re 2.0 Des Ld: 42.00 TCDL:4.2 psf Mean Height:21.51 ft ( ) g q NCBCLL:0.00 Code!Misc Criteria Creep Factor:1.5 J Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.756 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.867 RepFactors Used:Yes Max Web CSI:0.743 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.55 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 C-D 420-2124 E-F 848 -3979 Lumber Wind B-C 534-2687 F-G 848 -3979 D-E 779-3772 G-H 583 -2763 Top chord 2x4 DF-L 1800f-1.8E Wind loads and reactions based on MWFRS. Bot chord 2x4 DF-L 1800f-1.8E Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. Nailnote B-O 2089 -413 M-L 4134 -914 Nail Schedule:0.131"x3",min.nails O-N 3185 -681 L-K 3625 -816 Top Chord:1 Row @ 8.00"o.c. N-M 4134 -914 K-J 1660 -392 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads C-O 1411 -249 L-G 538 -49 (Lumber Dur.Fac.=1.151 Plate Dur.Fac.=1.15) O-D 401 -1627 G-K 354 -1314 TC-From 68 plf at -1.38 to 68 plf at 5.91 D N 896 -149 K H 1683 291 TC-From 2 plf at 6.00 to 2 plf at 35.50 N-E 206 -552 H-J 574 -2426 BC-From 5 plf at -1.38 to 5 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 35.50 TC- 360 lb Conc.Load at 6.13 E©PROF TC- 328 lb Conc.Load at 8.06 ,s0� Ss TC- 304 lb Conc.Load at 10.06 `oj G 1)N F /O TC- 278 lb Conc.Load at 12.06 (9 �' 2 TC- 309 lb Conc.Load at 14.06,15.88,17.88,19.88 ltJ 19575 -p•, 21.88,23.88,25.88,27.88,29.88,31.88,33.88 T BC- 110 lb Conc.Load at 2.06,4.06,6.06,8.06 10.06,12.06,14.06,15.88,17.88,19.88,21.88,23.88 /l``�i- 25.88,27.88,29.88,31.88,33.88 O.29/2117 Purlins OREGON 9. v In lieu of structural panels use purlins to brace at flat *Tva".20,'19'4 TC@24"OC. �(kb VV,rr. Renews 6/30!2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installinand bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,byTPI and SBCA)kw g,r safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the OW.otiiOM truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104C1A Ply: 1 SEQN:27689 / T18 CHIP Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1527.30557 Truss Label: A02 CY / GWH 06/29/2017 6' I 9'5"13 f 16'10" I 24'2"3 I 31'6"6 35'6" 6' 3'5"13 7'4"3 7'4"3 7'4"3 3'11"10 D -F 03X6 =3X5 =3X6 1111.5:4 E F G H I 12 / n n ill n a cn 9 (a),-- \./ i v ,r, \/ v _ 4'10 B = � it]0 P O N M L K (B1) =3X5 =4X5 E4X4 1113X6 14"8 5'9"11 7'4"4 7'4"3 7'4"3 7'7"11 1 5'9"11 ` 13'1"15 I 20'6"2 { 27'10"5 ` 35'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in ioc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.187 F 999 240 B 1662 /69 /764 I- /142 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.394 F 999 180 K 1544 /88 /625 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.061 K - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.128 K - - B Min Brg Width Req= 1.8 Des Ld: 42.00 Mean Height:22.26 ft g - NCBCLL:10.00 TCDL:4.2 psf Code 1 Misc Criteria Creep Factor:1.5 K Min Brg Width Req=Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.596 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.622 Rep Factors Used:Yes Max Web CSI:0.769 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.55 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 289-2240 F-G 491 -3129 C-E 319-1724 G-H 491 -3129 Lumber E-F 478-2969 H-I 324 -2167 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-P 1698 -315 N-M 3272 -553 (a)Continuous lateral restraint equally spaced on P-0 2529 -451 M-L 2867 -474 member.Or 1x4#3 SPF-S or better"T" 0-N 3272 -553 L-K 1320 -227 reinforcement.80%length of web member.Attached with 8d Box or Gun nails(0.113"x2.5",min.)@ 6"OC. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-P 1040 -104 M-H 400 -26 TC-From 68 plf at -1.38 to 68 plf at 35.50 P-E 206-1234 H-L 229 -1067 BC-From 5 plf at -1.38 to 5 plf at 0.00 E-O 670 -43 L-I 1292 -147 BC-From 20 plf at 0.00 to 20 plf at 18.00 BC-From 20 plf at 18.00 to 20 plf at 35.50 0-F 115 -463 I-K 332 -1929 Plating Notes . All plates are 3X4 except as noted. eco PROFS Loading 0.,� �aG i rs,re /02 Bottom chord checked for 10.00 psf non-concurrent 19575 7 bottom chord live load applied per IRC-12 section e' I•o 301.5. l �r Purlins 0.129/2117 In lieu of structural panels use purlins to brace all flat OREGON TC@24"OC. Wind 14)‘'n. L 20,, g N ��' Member design based on both MWFRS and C&C. ._ Right end vertical not exposed to wind pressure. Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)tsafeactices prior to perforing these functions. Installers shall provide temporary (eo3)581-8787 Ext bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise.. Refer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the awt €o;P r truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro esslonal engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. • For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27866 / T4 CHIP Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1528.57423 Truss Label: A03 CY / GWH 06/29/2017 25'711 H 29'9"11 6" 2'7"3 2'3"1 ,t"8 H 6' 9'9"11 13'9"11 17'9"11 21'9"11 23'"8 2277'6" 33'9"11 35' 8 6' 3'9"11 F 4' 4' I 4' I 1'4 3 1'8"5 �- 4' 1'4 3 03X4 =3X44 [1 =3X5 =3X5 [*] =3X4 T E =3X4 F G =3X4 H I J =3X6 K L - 4 4 fl 4 ii I} 0 /3 12 [*] [*] U �V e ¢X g Y AA 1 AB aAC AD f}i- m.(a) zipV/9 4^moo A/ /\/\/ 4X5(81) =3X5= 3X4 _m3X4 =4XX4 1113X7 -r- 1'4"8 5711 7'4"3 7'4"3 7'4"3 7'7"11 1 5'9"11 13'1"14 I 20'6"1 I 27'10"5 I 35'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.229 E 999 240 B 1662 /756 I- I- l- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.483 E 878 180 N 1544 /583 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.095 D - - Wind reactions based on MWFRS EXP:B BrgWidth Req TL:0.201 D - - B Min Des Ld: 42.00 ( ) = 1.8 Mean Height:23.01 ft Code/Misc Criteria CreepFactor:1.5 N Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Bearing B Fcperp=625psi. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.634 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.616 Spacing:24.0" C&C Dist a:3.55 ft Rep Factors Used:Yes Max Web CS!:0.824 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 1093-2236 Lumber Truss designed for 24"tributary spacing each Top chord 2x4 DF-L 1800f-1.8E face.Support end jack rafters on each hip Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E truss by direct contact or by vertical cripples Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard between the rafters and the flat top chord. B-S 1693 -827 Q-P 3229 -1797 S-R 2468-1366 P-O 2823 -1400 Bracing R-Q 3229-1797 O-N 1268 -532 (a)Continuous lateral restraint equally spaced on member.Or 1x4#3 SPF-S or better"T" reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(lbs) with 8d Box or Gun nails(0.113"x2.5",min.)@ 6"OC. Webs Tens.Comp. Webs Tens. Comp. Special Loads C-S 980 -511 P-AA 431 -246 C-T 813-1659 Y-Z 1531 -3026 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) S-T 806-1152 Z-AA 1531 -3026 TC-From 68 plf at -1.38 to 68 plf at 35.50 T-U 1518-2861 AA-AB 891 -2060 BC-From 5 plf at -1.38 to 5 plf at 0.00 T-R 684 -270 AA-O 730 1072 BC-From 20 plf at 0.00 to 20 plf at 35.50 U-V 1513-2857 AB-AC 891 -2060 Plating Notes R-W 387 -476 O-AD 1298 -594 All plates are 1.5X4 except as noted. V-W 1513-2857 AC-AD 891 -2060 Loadin 4:it' PROFESS - 1531 -3026 X-Y 1531 -3026 AD-N 802 1901 g Bottom chord checked for 10.00 psf non-concurrent �G 4 N FF ./ . #112 bottom chord live load applied per IRC-12 section 19575 301.5. 7r� • r Purlins / '�i- • In lieu of structural panels use purlins to brace all flat[*) 04 29/2117 TC@24"OC. OREGON Wind 19 `an.20,199 Wind loads and reactions based on MWFRS. ®1.b W OA. Right end vertical not exposed to wind pressure. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss "*IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shallprovide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly Addhrsi attached n id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. lttefer to ��'� drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinciComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, ar shipping,installation and bracing of_trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro essronengineerin responsibility solely for the design shown. The sui bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI'I Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27705/ T20 CHIP Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1529.12183 Truss Label: A04 CY / GWH 06/29/2017 6' 9'7"15 16'10" 24'2"3 31'6"6 35'6" I 6' I 3,7„15 -1 7,2„1 I- 7'4"3 I 7,4„3 I 3,11„10-I G T III 1.5X4 III 1.5X4 E 12 03X6 =3X5 =3X6 1111.5X4 9 V C O F H I J K L Lo Co- / w n lit a ,a i� O (a) 7 CO ,, B l4'7134 Y rt Y Y AN M 4X5(81) --3X5 R Q =4X5P0 =4X4 1113X6 -1-- 1'4"8 5'9"11 7'4"3 7'4"3 7'4"3 7'7"11 5'9"11 { I I 13'1"14 20'6"1 27'10"5 35'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.187 H 999 240 B 1662 /82 /799 /- /215 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.393 H 999 180 M 1544 /121 /644 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.098 E - - Wind reactions based on MWFRS EXP:B g HORZ TL:0.207 E - - B Min Br Width Req1.8 Des Ld: 42.00 ( ) Mean Height:23.76 ft M Min Br Width Req - NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 9 TCDL:4.2 psf Bearing B Fcperp=625psi. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.583 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.619 Rep Factors Used:Yes Max Web CSI:0.769 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.55 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 237-2232 H-I 531 -3128 Lumber Truss designed for 24"tributary spacing each D- 354-1709 I-J 531 -2168 face.Support end jack rafters on each hip D F F 539 2974 J K 344 2168 Top chord 2x4 DFL 1800f-1.8EF-H 540-2975 Bot chord 2x4 DF-L 1800f-1.8E truss by direct contact or by vertical cripples Webs 2x4 DF-L Standard between the rafters and the flat top chord. Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-R 1686 -351 P-0 3268 -602 member.Or 1x4#3 SPF-S or better"T" R-Q 2547 -526 0-N 2868 -505 reinforcement.80%length of web member.Attached Q-P 3268 -602 N-M 1319 -238 with 8d Box or Gun nails(0.113"x2.5",min.)@ 6"OC. Special Loads Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.151 Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC-From 68 plf at -1.38 to 68 plf at 35.50 C-R 1078 -150 0-J 396 -40 BC-From 5 plf at -1.38 to 5 plf at 0.00 R-D 266-1280 J-N 245 -1068 BC-From 20 plf at 0.00 to 20 plf at 18.00 BC-From 20 plf at 18.00 to 20 plf at 35.50 D-Q 652 -23 N-K 1294 -162 Q-H 95 -446 K-M 348 -1929 Plating Notes All plates are 3X4 except as noted. ��EO PROF-S' Loading . �G1NE- 5�0 Bottom chord checked for 10.00 psf non-concurrent 0 2 bottom chord live load applied per IRC-12 section 19575 7 301.5. Purlins iS �r. AP- In lieu of structural panels use purlins to brace all flat 0./29/2117 TC@24"OC. OREGON Wind `en.20,199ct' Q Member design based on both MWFRS and C&C. R9L D "NN Right end vertical not exposed to wind pressure. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nNrw€e4Pu truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prdtessionaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 • For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Job Number: 1706104CIA Ply: 1 SEQN:27760/ T46 MONO Gust:R435 JRef: 1W224350022 • Greensward Qty: 1 FROM: DrwNo: 180.17.1529,28667 Truss Label: A05 CY / GWH 06/29/2017 610"6 14' 19'10"8 25'9" 33' 35'6" 6'10"6 , T1"10 I 5'10"8 5.10"8 + 7'3" I 2'6"'-I =5X5 1111.5X4 =5X5 D E F T !i 9 !� - 012 11,,1...X4 3X6 0 9 C' csi (a)F 0 \ 1111.5X4 b H (b) v Zo B W8 w9 `Ifo 4'10 . " Z J 1 A =4X6(B5R) =3X4 =5X7 =3X4 IIl3X5 - 1418 101"6 9'9"2 9'9"2 510"6 ..l 10'1"6 I 19'10"8 I 29'7"10 + 35'6" A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph PI:17.5 Ce:1.0 VERT(LL): 0.088 L 999 240 B 1958 198 /789 /- /188 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.162 L 999 180 I 1831 /89 /681 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.042 I - - Wind reactions based on MWFRS EXP:B HORZ TL:0.077 I - - B Min BrgWidth Req2.1 Des Ld: 42.00 Mean Height:24.55 ft ( ) g Code l Misc Criteria CreepFactor:1.5 I Min Brg Width Req= NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.418 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.934 Spacing:24.0" C&C Dist a:3.55 ft Rep Factors Used:Yes Max Web CSI:0.783 Members not listed have forces less than 375# 0/5 0/2 0 Maximum Top Chord Forces Per Ply(lbs) FTlRT/PT:6 Loc.from endwall:Any ( ) ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 283-2637 E-F 293 -1645 Lumber Truss designed for 24"tributary spacing each D-E 293-2399 F G 262 1669 face.Support end jack rafters on each hip D-E 293 1645 Top chord 2x4 DF-L 1800f-1.8E truss by direct contact or by vertical cripples Webs 2x4 DF-L 1800ff-1.8-1.8 E:W1,W7,W8,W9 2x4 DF-L Bot chord 2x4 DF-L 1.$8 E between the rafters and the hip truss top chord. Maximum Bot Chord Forces Per Ply(lbs) Standard: Additional Notes Chords Tens.Comp. Chords Tens. Comp. Bracing Truss top chords under over-framing must be B-L 2011 -229 K-J 1288 -80 laterally braced by sheathing,or by connection L-K 1539 -105 J-I 877 -101 (b)Continuous lateral restraint equally spaced on to valley trusses or purlins.Valley framing shall member.Or 1x4#3 SPF-S or better"T" distribute load evenly to all overframed trusses. reinforcement.80%length of web member.Attached Maximum Web Forces Per Ply(lbs ) with 8d Box or Gun nails(0.113"x2.5",min.)@ 6"OC. Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on C-L 177 -380 K-F 731 -44 member.Or 2x6#3 or better"T'reinforcement.80% L-D 764 -79 J-G 608 0 length of web member.Attached with 16d Box or Gun E-K 104 -386 (3-I 236 -2039 nails(0.135"x3.5",min.)@ 6"OC. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. 0 PRop_ Bottom chord checked for 10.00 psf non concurrent ,0 -- SS bottom chord live load applied per IRC-12 section � e(N - i0 301.5. 0, le,,`- 19575 �� Purlinsr 5 In lieu of structural panels use purlins to brace all flat e-_,��_ ' TC @ 24"OC. . 0.+/29/2117 Wind VP OREGON Member design based on both MWFRS and C&C. o "a„.20,199 Right end vertical not exposed to wind pressure. 'Q0 L 0-41.V� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and'SBCA)for safety practices prior to perfoing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ®� drawings 160A-Z for standard plate positions. �i Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Aar/w€s iPA1# truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of oroTessronat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindust y.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27715 / T16 MONO Cust:R435 JRef: 1W224350022 Greensward Qty: 7 FROM: DrwNo: 180.17.1529.41217 Truss Label: A06 CY / GWH 06/29/2017 6'10"6 14' 19'10"825'9" 33' 35'6" 6'10"6 I 7'1"10 5'10"8 I 5'10"8 { 7'3" ' 2'6"-i =5X5 III 1.5X4 1115X6 D E F — it ► -r 012 p,\1.X4 ;3X6 a 9 G o 1111.5X4 0 W8 B \ H (b) I W9 1. fn I A L K 82 J I =3X4 =5X7 =3X4 1113X5 — 4X6(B5R) li'4"81 10'1"6 9'9"2 I 9'9"2 5.10"6 10'1"6 19'10"8 29'710 35'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25,0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R• /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 VERT(LL): 0.088 L 999 240 B 1958 /97 /789 /- /188 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.162 L 999 180 I 1831 /89 /681 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.041 I - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ TL:0.075 I - - B Min Brg Width Req= 2.1 ( ) Mean Height:24.55 ft NCBCLL:10.00 TCDL:42 psf Code I Misc Criteria Creep Factor:1.5 I Min Brg Width Req= -Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.418 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.932 Rep Factors Used:Yes Max Web CSI:0.783 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.55 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 282-2637 E-F 294 -1653 C-D 340-2398 F-G 262 -1669 Lumber Additional Notes D-E 294-1653 Top chord 2x4 DF-L 1800f-1.8E Truss top chords under overframing must be Bot chord 2x4 DF-L 1800f-1.8E:B2 2x4 DF-L laterally braced by sheathing,or by connection Maximum Bot Chord Forces Per Ply(lbs) 2400f-2.0E: to valley trusses or purlins.Valley framing shall Webs 2x4 DF-L 1800f-1.8E:W1,W7,W8,W9 2x4 DF-L distribute load evenly to all overframed trusses. Chords Tens.Comp. Chords Tens. Comp. Standard: B-L 2011 -229 K-J 1290 -81 Bracing L-K 1542 -106 J-I 877 -100 (b)Continuous lateral restraint equally spaced on member.Or 1x4#3 SPF-S or better"T" Maximum Web Forces Per Ply(lbs) reinforcement.80%length of web member.Attached Webs Tens.Comp. Webs Tens. Comp. with 8d Box or Gun nails(0.113"x2.5",min.)@ 6"OC. C-L 176 -375 K-F 739 -46 (a)Continuous lateral restraint equally spaced on L-D 760 -78 J-G 611 0 member.Or 2x6#3 or better"T"reinforcement.80% E-K 106 -400 G-I 235 -2038 length of web member.Attached with 16d Box or Gun nails(0.135"x3.5",min.)@ 6"OC. Loading Truss passed check for 20 psf additional bottom - _ chord live load in areas with 42"-high x 24"-wide PRO clearance. ����. F `SS Bottom chord checked for 10.00 psf non-concurrent el" 04 �G 1 Ni F� �O bottom chord live load applied per IRC-12 section e,�� 19575 Z 301.5. '- 'p. Purlins 'Air." In lieu of structural panels use purlins to brace all flat rs/2 17 TC @ 24"OC. 0,/29/2117 0 OREGON Wind 1 fen.20,1990 Member design based on both MWFRS and C&C. RO L D w.NA Right end vertical not exposed to wind pressure. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 179005E Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)fr safactices prior to perforing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted o-ttherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the Ai,rnv€owvnas truss in conformance with ANSIII PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proYessronaT engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 3 SEQN:27926/ T25 COMN Oust:R435 JRef: 1W224350022 . Greensward Qty: 1 FROM: DrwNo: 180.17.1533.11707 Truss Label: A07 . CY / GWH 06/29/2017 [ 5 s s 3 Complete Trusses Required 6'10"6 14' 19'10"8 25'9" 33' 35'2" 39'9" 6'10"6 I 7'1"10 I 5'10"8 + 5'10"8 I T3" I 2'2"8 4'6"8 'I =5X5 III 1.5X4 1115X6 F _ T ' i o1.5X4 N6X8 0 g C G T3 b 444., o 1114X4 Ali H B I AIL i_ TIT4 AM L K J w3X4 =5X8 62 1114X6 .H1010 63 - 3X5(61) �5X12(B7R) 1'4"81. 10'1"6 9'9"2 9'9"2 5'6"14 4'6"8 10'1"6 -I- 19'10"8 I 29'7"10 , 352"8 + 39'9" A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U I Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.141 K 999 240 B 2717 /270 /- I- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.277 K 999 180 I 15744/1504 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.048 J - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.094 J - - B Min Brg Width Req= 1.5 Mean Height:24.55 ft I Min BrgWidth Req5.2 NCBCLL:0.00 TCDL:.4.2 psf Code/Misc Criteria Creep Factor:1.5 I Min B&I Fch rp 625.2 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.426 psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.816 Spacing:24.0" C&C Dist a:3.98 ft Rep Factors Used:Yes Max Web CSI:0.572 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00E.0525.17 B-C 142-1371 F-G 279 -2876 Lumber Special Loads C-D 122-1330 G-H 671 -6856 D-E 121 -1330 H-I 679 -6872 Top chord 2x4 DF-L 1800f-1.8E:T3 2x4 DF-L -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) E-F 121 -1330 2400f-2.0E: TC-From 34 plf at -1.37 to 34 plf at 39.75 Bot chord 2x4 DF-L 1800f-1.8E:B2 2x4 DF-L BC-From 5 plf at -1.37 to 5 plf at 0.00 2400f-2.0E: BC-From 10 plf at 0.00 to 10 plf at 5.08 Maximum Bot Chord Forces Per Ply(lbs) :B3 2x8 DF-L 2250f-2.0E: BC-From 50 plf at 5.08 to 50 plf at 7.67 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L 1800f-1.8E:W1,W7 2x4 DF-L BC-From 10 plf at 7.67 to 10 plf at 11.67 36 Standard: BC-From 50 Of at 11.67 to 50 plf at 17.67 B M 1074 0 1003 1 104 K-J 3654 04 J-I 5520 -5410 :W8 2x4 DF-L 2400f-2.0E: BC-From 10 plf at 17.67 to 10 plf at 22.21 M-LM :W9 2x12 DF-L SS: BC-From 50 plf at 22.21 to 50 plf at 28.21 L-K 1544 -150 BC-From 10 plf at 28.21 to 10 plf at 36.15 Nailnote BC-From 2 plf at 36.15 to 2 plf at 39.75 Maximum Web Forces Per Ply(lbs) Nail Schedule:0.131"x3",min.nails BC-1373 lb Conc.Load at 36.85,38.85 Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. PL-13368 lb Conc.Load at(35.63,19.47) Bot Chord:1 Row @12.00"o.c. D-L 669 -53 K-G 258 -2416 Webs :1 Row @ 4"o.c. L-F 115 -439 G-J 4700 -455 Repeat nailing as each layer is applied.Use equal F-K 2150 -185 spacing between rows and stagger nails in each row to avoid splitting. **This truss is not symmetric** 4"o.c.spacing of nails perpendicular and parallel to _ _ _**DO NOT TURN TRUSS END FOR END.** grain required in area over bearings greater than 4" ��PROF Bearing locations and loading conditions shall A�� FSs be marked or reviewed prior to installation. Purlins �j• �G I N .. i0 In lieu of structural panels use purlins to brace all flat O 19575 2 TC@24"OC. e 'p Wind i ,r, Wind loads and reactions based on MWFRS. �' '� ' 0.+729/2117 Additional Notes 0 OREGON WARNING:20 psf additional bottom chord live load T `an.20,1997 check has been modified -OL D W N.r- Q" The maximum concentrated load is 13368# Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS . 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safetypractices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted o-therwise,top chord shalt hve properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicabe. Apply plates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ®� • drawings 160A-Z for standard plate positions. dilliA �d Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Arrrdv€e*ro4r4 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page. listing this drawing,indicates acceptance of oro-fessionai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.o� Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27802 / T38 COMN Gust:R435 JRef 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1533.19807 Truss Label: A08 CY / GWH 06/29/2017 6'10"6 { 14' ' 19'10"8 , 25'9" I 32'10"10 , 39'9" H 6'10"6 7'1"10 5'10"8 5'10"8 7'1"10 6'10"6 w5XX5 1111.5X4 =5X5 D F T r ; o \\\1.0 4 11.G4 O 9 • (a)t o 0 B H - 41DA l y _ =4X7(B3) =3X4 =5X8 =3X4 =4X7(83)- 1'4"8 10'1"6 9'9"2 9'9"2 10'1"6 F` 1 10'1"6 I 19'10"8 I 29'7"10 I 39'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.136 E 999 240 B 2183 /84 /863 /- /221 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.248 E 999 180 H 2081 /68 /805 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 I - - Wind reactions based on MWFRS EXP:B HORZ TL:0.121 I - - B Min Brg Width Req= 2.3 Des Ld: 42.00 Mean Height:24.55 ft ( ) g NCBCLL:10.00 TCDL:4.2 psf Code 1 Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.2 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.455 Bearings B&H Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.942 RepFactors Used:Yes Max Web CSI:0.252 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.98 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 323-3003 E-F 341 -2076 C-D 381 -2763 F-G 384 -2775 Lumber D-E 341 -2076 G-H 326 -3014 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L 1800f-1.8E:W1,W7 2x4 DF-L Standard: Chords Tens.Comp. Chords Tens. Comp. B-K 2300 -177 J-I 1842 -55 Bracing K-J 1839 -55 I-H 2314 .-182 (a)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T"reinforcement.80% length of web member.Attached with 16d Box or Gun Maximum Web Forces Per Ply(lbs) nails(0.135"x3.5",min.)@ 6"OC. Webs Tens.Comp. Webs Tens. Comp. Loading K-D 753 -77 E-J 109 -411 D-J 483 -39 F-I 769 -82 Truss passed check for 20 psf additional bottom J-F 477 -39 I-G 180 -378 chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins ��ckEO PROFSSi In lieu of structural panels use purlins to brace all flat C7 .N TC@24"OC. C./ ��G957��4 02 7 Wind "-- r Member design based on both MWFRS and C&C. / ��} }s 01/29/211.7 OREGON 9, ° . �PQLbW•� Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 q 9. (503)581-8787 Ext Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. kefer to ®� drawings 160A-Z for standard plate positions. �d Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Arith(kf6147arri truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27809/ T42 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1533.23410 Truss Label: A09 CY / GWH 06/29/2017 6'10"6I 14' I 19'10"8 , 25'9" , 32'10"10 I 39'9" H 6'10"6 7'1"10 5'10"8 5'10"8 7'1"10 6'10"6 =5X5 1111.5X4 =5X5 F T i fi i - 0 12h\1.5X4 /1.5X4 o g C (a) G N o o B H - A (B3) =3X4 E5X8 =3X4 =4X7(B3) .-._ 4"81 10'1"6 9'9„2 9'9"2 -{ 10'1"6 4 10'1"6 19'10"8 29710 39'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.137 E 999 240 B 2181 /84 /863 /- /235 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.250 E 999 180 H 2183 /84 /863 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 J - - Wind reactions based on MWFRS EXP:B g HORZ TL:0.120 J - - B Min Br Width Req2.3 Des Ld: 42.00 TCDL:6.0 psf Mean Height:24.55 ft ( ) g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 2.3 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.454 Bearings B&H Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0,945 Spacing:24.0" C&C Dist a:3.98 ft Rep Factors Used:Yes Max Web CSI:0.245 Members not listed have forces less than 375# p g Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 321 -2999 E-F 338 -2073 C-D 379-2760 F-G 378 -2761 Lumber D-E 338-2073 G-H 321 -3001 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L 1800f-1.8E:W1,W7 2x4 DF-L Standard: Chords Tens.Comp. Chords Tens. Comp. B-L 2297 -143 K-J 1837 -25 Bracing L-K 1836 -24 J-H 2299 -148 (a)Continuous lateral restraint equally spaced on member.Or 2x6#3 or better"T"reinforcement.80% length of web member.Attached with 16d Box or Gun Maximum Web Forces Per Ply(lbs) nails(0.135"x3.5",min.)@ 6"OC. Webs Tens.Comp. Webs Tens. Comp. Loading L-D 753 -78 E-K 109 -410 D-K 481 -39 F-J 755 -77 Truss passed check for 20 psf additional bottom K-F 480 -39 chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins ��_ED PROq... In lieu of structural panels use purlins to brace all flat G 1 N -6.. /O TC @ 24"OC. C9� 41 2 19575 7 Wind r_. ' Member design based on both MWFRS and C&C. Allk /r 0./29/2117 OREGON 1Pip van.20,1 Q' °L® W. Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)Tor safety practices prior to performing these functions. Installers shall provide temporary (5031581-8787 Ext bracing pper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3 B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. f efer to LPI drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall opt be responsible for any deviation from this drpwing,any failure to build the iHmv€osiAk truss in conformance with ANSI/IP'PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro esstona engineering responsibility solely for the desion shown. The suitability g351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI'I Sec.2. Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706104CIA Ply: 1 SEQN:27817 / T48 COMN Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1533.59097 Truss Label: A10 CY / GWH 06/29/2017 1, a1"8 I 2'3"8�8f 87"6 I 12'10"8_1 14i 19'10"8 I 25'9' 32'10"10 I 39'9" I 2 g8�, 5'7'14 4'3'2 1'1 8 5'10"8 5'10"8 7'1"10 6'10"6 =5X5 1111.5X4 =5X5 - 3x10 G H 1 F s: 8 12 9.4X5 E 12 �, 1.5X4 0 9 7 7 a) 1(a) 3 0 0 of - 1111.5X4 D W5 C 2 e, K -� A/B�9 0 83 P 0 N 86 M >I:- '5X5(A2)111506.Z1 L �5X10((SRS w5X8 =4X7(B3) =5X5(A2) 5 pl6'X8l.) a-3X4 AIsx6 12 s 8X10(SRS) 122.1348", 9'11" I8"I 262'8 I 11'4"81 2.3"8, I 8. 11• 18" 6. 4" I 9'9"2 I 10'1"6 i.4"12'3"8 88J 12'10"8 13'6"8 19'10"8 29`7'10 39'9" '2'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.196 P 999 240 B 2136 /84 /863 /- /235 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.363 P 999 180 K 2165 /84 /863 /- /- /5.5 BCDL: 10.00 Risk Category:I1 Snow Duration:1.15 HORZ(LL): 0.106 M - - Wind reactions based on MWFRS EXP:B HORZ TL:0.197 M - - B Min Br Width Req2.3 Des Ld: 42.00 Mean Height:24.55 ft ( ) g g Code/Misc Criteria CreepFactor:1.5 K Min Brg Width Req= 2.2 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.454 Bearings B&K Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.719 RepFactors Used:Yes Max Web CSI:0.824 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.98 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 277-2926 G-H 339 -2017 Lumber Additional Notes C-D 304-3803 H-I 339 -2017 D-E 445-4008 i-J 378 -2738 Top chord 2x4 DF-L 1800f-1.8E Laterally brace bottom chord above filler with purlins E-F 351 -2585 J-K 321 -2977 Bot chord 2x4 DF-L 1800f-1.8E:B3,B6 2x4 DF-L at 24"OC. F-G 378-2204 2400f-2.0E: Webs 2x4 DF-L 1800f-1.8E:W1,W2,W3,W4,W5,W13 2x4 DF-L Standard: Maximum Bot Chord Forces Per Ply(lbs) Filler 2x6 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Bracing B-R 2222 -135 O-N 1820 -17 (a)Continuous lateral restraint equally spaced on R-Q 2857 -124 N-M 1805 48 member.Or 2x6#3 or better'T'reinforcement.80% Q P 2293 117 M K 22279 148 P-O 2472 0 length of web member.Attached with 16d Box or Gun nails(0.135"x3.5",min.)@ 6"OC. Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning C R 57 1978 F-O 81 1891 requirements. C-Q 1866 -106 0-G 589 -105 Q-D 182 -380 G-N 404 -48 Loadingep PROR Q-E 1225 -125 H-N 120 -411 Truss passed check for 20 psf additional bottom ' FS E P 155 541 N I 433 -42 chord live load in areas with 42"-high x 24"-wide vxG I N E . `S/� F P 2067 44 I M 782 77 • clearance. ,Q 2 Bottom chord checked for 10.00 psf non-concurrent ,_ ! 19575 bottom chord live load applied per IRC-12 section j 301.5. 41,.!., Purlins 0$/29/2017 In lieu of structural panels use purlins to brace all flat G' OREGON TC@24"OC. '9 `an.20,19' " Wind - ® W N� 0L • Member design based on both MWFRS and C&C. Renews 613012019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per:BCSI.Unless noted ootherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ��' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the i w€c 484 truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEAN:5832 / T19 HIPS Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1606.19800 Truss Label: All CY / GWH 06/29/17 f 11"8 i 2'3"8I 8, 6'" I 9'6.3 I 13'6"8 I 15'6"113 2211" I 27'10'1 I 29'1 "5 33'11"5 I 39'9" 2'31 3'0"8 3'6"3 4'0"5 2'0"3 7'4"3 4'11"1 2'1"4 4' 5'9"11 1111.5X4 I N 1111.5X4 T 1111.5X4 1111.5X4 -1- .3X5 .3X5 =3X5 G P _ 3X6 3x6 23VHJK-47 .34T2 -3X4 LM QO R. 5 _f_iff. s-'° r�AB AA 2 * T A/7 AC =3X10 Y X W V U \ =4X6(81) 6X6 ..H0610(" =3X4 .3X4 =3X6 =4X6(51) - -5X5 ZI g =6X10") .H0308 12 1.23"8 I8"(. 911" I8"I 26'28 1:1:4'1.1.._;p8 I 2'10"3 70"13 8 5'8"7 + 7'4"3 I_ 7'4'3 I_ 5'9'11 11'4 8{ 8 5'9"111 12'10"8 I183'6"8 19'2"15 26'7"2 33'11"5 39'9" 2'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSE) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in lac L/defl Lilt Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.303 X 999 240 B 1844 /76 /854 /- /204 /5.5 BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.636 X 744 180 S 1840 /77 /854 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.167 G - - Wind reactions based on MWFRS EXP:8 HORZ TL:0.350 G - - B Min BrgWidth Req2.0 Des Ld: 42.00 ( ) Mean Height:23.76 ft NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 S Min Brg Width Req= 2.0 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.461 Bearings B&S Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.711 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI:0.868 Members not listed have forces less than 375# p 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwafl:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00.0315.15 B-C 293-2474 K-L 754 -3975 C-D 364-3050 L-M 685 -3526 . Lumber D E 348 2756 M 0 685 3526 Truss designed for 24"tributary spacing each Top chord 2x4 DF-L 1800f-1.8E:T2 2x4 DF-Lface.Support end jack rafters on each hip E-F 417-2153 O-Q 685 -3525 2400f-2.0E: truss by direct contact or by vertical cripples F-H 744-3967 0-R 418 -1938 Bot chord 2x4 DF-L 1800f-1.8E between the rafters and the flat top chord. H-J 746-3973 R-S 315 -2517 Webs 2x4 DF-L Standard Filler 2x6 DF-L 1800f-1.8E J K 716 3637 Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (**)2 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning B-AC 1872 -147 Y-X 3888 -505 requirements. AC-AB 2228 -178 X-W 3973 -527 Loading AB-AA 2436 -205 W-V 3973 -527 Bottom chord checked for 10.00 psf non-concurrent AA Z 3273 401 V U 2939 370 bottom chord live load applied per IRC-12 section Z Y 4436 538 U S 1912 153 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. Laterally brace TC below filler at 24"OC. CAC 136 1347 J Y 204 -1928 In lieu of 24"OCtural panels use purlins to brace all flat ��FtEp PRpFFss C-AB 1235 -122 Y-K 120 -646 AA-E 1486 -243 L-V 158 -758 Wind �`� �� 19575, �� 0� FAZ 1091 1623 Q QU 329 1586 Member design based on both MWFRS and C&C. Lit,Z-J 1899 -180 U-R 1259 -198 Additional Notes / (111,---", Laterally brace bottom chord above filler with purlins Q6129/21 17 at 24"OC. OREGON �d 1 `en.20,199 ". 'OLD W." Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-87871 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached fluid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ��f` drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the aartv,.o fink# truss in conformance with ANSIft PI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro esstonal engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:5828/ T26 HIPS Cost:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1606.42590 Truss Label: Al2 CY / GWH 06/29/17 ,2'1 1"8 257"15 � 29'10,"1 1-81 2'5.7 1'__2''4"31 2'3"8 6' 93:93:11114_ 13'7"15 177"15 217"15 23'"6 27'" 3311'5 39'9" )" 2'3"6I I 3'0"8 3'10"4 I 4' 4' { 1'6 I 1'1 1 I 4'1"4 I 5'9"11 H yy 51.5X4 (113X5 1111.5X4 U11.5X4 =3X6 4X4 =4X5 1111.5X4 1111.5X4 =3X6(") 1111.5X4 1113X5(") F .4X4 =3X4 1111.5X4 *j 3X4 1111.JX4 K =4X4 T i 4 ,4 .. 12 ,93X4 k3X4 E * M V 9 Z_AA AC IAD . IF BAGAHAI 8 AJ AL AK n'/\/\/\ ,� $3X4 IV it 04CS D \i ro Al A/B1)=SXSy6X6 93X7 B5X5(SRS =3X4R =30X4 =3X4 =4X6(8\ -1- .5X5 L _ =5X1O =4X6 z 9 12 Z3-8 Ia"I 9'11" I8"I 26'2"8 H 1'4"81 2 3"8I I 210"3I_ 7 0"13 18" 5'87 I 7'4"3 _I 7'4"3 I_ 5'9"11 114"8, 2'3"818 5'9"11 12'10"8 111'6.8 19'2"15 26'7"2 33'11"S 39'9" '2'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.215 H 999 240 B 1840 /- /880 /- /172 /5.5 BOLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.453 H 999 180 N 1839 /- /881 /- /- /5.5 BCDL: 10.00 Risk Category:I1 Snow Duration:1.15 HORZ(LL): 0.081 P - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.171 P - - B Min Br Width Req2.0 Des Ld: 42.00 Mean Height:23.01 ft g g Code 1 Misc Criteria CreepFactor:1.5 N Min Brg Width Req= 2.0 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 ['Vex TO CSI: 0.442 Bearings B&N Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.530 RepFactors Used:Yes Max Web CSI:0.548 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.97 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ven.17.01.00.0315.15 B-C 246-2467 H-I 188 -1665 C-D 304-3041 I-J 188 -1665 Lumber D E 291 2747 J K 188 1670 Truss designed for 24"tributary spacing each Top chord 2x4 DF-L 1800f-1.8E face.Support end jack rafters on each hip E-F 205-2195 K-L 189 -1667 Bot chord 2x4 DF-L 1800f-1.8E truss by direct contact or by vertical cripples F-G 190-1671 L-M 212 -2196 Webs 2x4 DF-L Standard between the rafters and the flat top chord. G-H 188-1665 M-N 187 -2516 Filler 2x6 DF-L 1800f-1.8E Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (**)2 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning B-X 1866 -111 T-S 2675 -193 requirements. X-W 2223 -134 S-R 2796 -146 Loading W-V 2435 -143 R-Q 2796 -146 V-U 1898 -102 Q-P 1708 0 Bottom chord checked for 10.00 psf non-concurrent U-T 2996 -189 P-N 1913 -30 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. Laterally brace TC below filler at 24"OC. C-X 104-1345 AD-AE 215 -826 In lieu of structural panels use purlins to brace all flail C-W 1242 -73 AE-AF 198 -1119 TC @ 24"OC. �,�EO PROFFSA, V-Z 389 0 AE-S 417 -134 E-Z 149 -594 AF-AG 198 -1119 Wind �� .AG I N FF O Z AA 214 992 AG AH 198 1119 Member design based on both MWFRS and C&C. �� 19575 41 7 Z-U 1138 -91 AH-Al 91 -775 G" /',AA-F 1085 -71 AH-Q 163 -800 Additional Notes ` AA AC 216 1009 AI AJ 91 775 Laterally brace bottom chord above filler with purlins _ANL -'-� U-AC 1066 -5 AJ-AK 91 -775 at 24"OC. 0.2912117 T-AE 66 -681 Q-AL 1016 -90 OREGON AC-T 59-1165 L-AK 1043 -126 �a� g� AC-AD 215 -826 AK-AL 88 -761 9-0 C®''W NVQ G-AD 114 -389 AL-M 112 -426 Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling.,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TP1 and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracing ins/ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the JoinrDetails, unless noted otherwise. kefer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the aNmv.or r truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover pae listing this drawing,indicates acceptance of pro essionai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:5836 / T27 HIPS Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1607.06743 Truss Label: A13 CY / GWH 06/29/17 81"8 I.' 331 5 '3"8 fi' ` 9'4"1 ` 13'6"8 I 15'6"113 22'11" I 3O'3"3 31'10"121"41 39'9" 1- 2'3`"`81 3'0"8 3'4"1 4'2"7 2'0"9 T4"3 7'4"3 1'6"`14 1- 5711 F M r 03E =3X5 =4X7 =3X4 .3X4 6 T =3X5 3X6 12 G H I J K r 03xa L\., / N 9 w 1f a M ,ax5 8 411 .�.6' 414 A/1,_,I�/*X W 11 P Y 6X6=4X7 U T S R 0 =4X6(8\ -L- s 4X6(B1)5X5 WH0610(** =3X4 =3X4 w3X6 6X10**) .H0308 12 1-23"8 18"1 9'11" 181 26'2"8 1 114"8 2'3"8i 1.. 2'10"31 TO "13 1 8"5 '8"7 , 7'4"3 I T4"3 1 5'9"11 11'48, 2'3"8 88 5'9"11 12'10"8 11J'6"8 19'2"15 26'7"2 33'11"5 39'9" '2',1"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.311 T 999 240 B 1844 /62 /829 /- /146 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.653 T 724 180 0 1840 /62 /829 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.113 Q - - Wind reactions based on MWFRS EXP:B HORZ TL:0.238 Q - - B Min Br Width Req2.0 Des Ld: 42.00 Mean Height:22.26 ft ( ) g g Code/Misc Criteria CreepFactor:1.5 0 Min Brg Width Req= 2.0 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.618 Bearings B&O Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.711 Spacing:24.0"" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI:0.841 Members not listed have forces less than 375# p g Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:17.01.00.0315.15 B-C 322-2475 I-J 658 -3975 C-D 402-3052 J-K 587 -3519 Lumber D-E 383 -2757 K-L 587 -3519 Truss designed for 24"tributary spacing each Top chord 2x4 DF-L 1800f-1.8E face.Support end jack rafters on each hip E-G 381 -2186 L-N 367 -1955 Bot chord 2x4 DF-L 1800f-1.8E truss by direct contact or by vertical cripples G-H 648-3973 N-0 348 -2525 Webs 2x4 DF-L Standard between the rafters and the flat top chord. H-I 621 -3642 Filler 2x6 DF-L 1800f-1.8E Plating Notes Maximum Bot Chord Forces Per Ply(lbs) (**)2 plate(s)require special positioning.Refer to Chords Tens.Comp. Chords Tens. Comp. scaled plate plot details for special positioning B-Y 1872 -170 U-T 3886 -488 requirements. Y-X 2229 -205 T-S 3977 -511 Loading X-W 2423 -228 S-R 3977 -511 W-V 3248 -376 R-Q 2920 -348 Bottom chord checked for 10.00 psf non-concurrent V-U 4441 -518 Q-O 1925 -181 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. Laterally brace TC below filler at 24"OC. C-Y 154-1348 H-U 196 -1944 In lieu of structural panels use purlins to brace all flat C-X 1213 -127 U-I 117 -562 TC@24"OC. ��EpPROFFs W-E 1407 -165 J-R 163 -698 'C S/ W-G 258-1518 R-L 913 -91 Wind C3�� NGINE� p2 G V 1052 130 L Q 254 -1481 Member design based on both MWFRS and C&C. 19575 • -7 V-H 1875 -164 Q-N 1220 -140 Additional Notes f Laterally brace bottom chord above filler with purlins IS'��` at 24"OC. 0..129/2117 OREGON Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide temporary (503)581-87871 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ®' drawings 160A-Z for standard plate positions. F.J Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page. listing this drawing,indicates acceptance of pro essronai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 2 SEAN:27826 / T3 SPEC Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1538.20820 Truss Label: A14 Page 1 of 2 CY / GWH 06/29/2017 1 5 S 2 Complete Trusses Required 211"8 L 2'3"$8I 6' I 9'5"12, 13'6"8 , 16'10"I 25'1"12 I 3073 I 32'5(' 37'3" , 39'9" 2'3.'81 3 '0'8 3'5"12 4'0"12 3,3"8 8'3"12 5'5"7 1'9"i3 4'10" 2'6" 1115X6 .3X6 T 03E7 =3X5 =4X7 =3X4 =3X10 55X6 F G H I J K/ T 12 • r 0 0 9 74X5 D4 ` $3X4 o M 0 T v B4� Q—�` tors-iz 1118X`NI/\/:13 —L 1J11 A --'!'X W V"ii :i p—O\O /' 5X5 —3X10 wSS0508("1 =3X4 1113X4 _5X7 /i 4.5 =5X5=4X5(81) 4X5(81) =5X112 %5X6(SRS) 12 9 12 F.2'3"8 I8", 9'11" -{g"1 26'2"8 H 14"8 2'3" 210"3, 7'0"13 8" 6'11"9 4'7"11 2'5"4 4'10" 4'10" 2'6" 1 2 1'3"8'8 '8 5'9"11' 12'10"8 1136"8 20'6"1 I 25'1"12 27'7"{ 32'5" I 37'3" I- 39'91 4 '2'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.347 T 999 240 B 3321 /308 I- I- I- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.709 T 667 180 N 3041 /167 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.148 P - - Wind reactions based on MWFRS EXP:B HORZ TL:0.302 P - - B Min Br Width Req= 1.8 Des Ld: 42.00 Mean Height:22.05 ft NCBCLL:0.00 TCDL:4.2 psf ( ) g g Code I Misc Criteria CreepFactor:1.5 N Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.760 Bearings B&N Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.743 RepFactors Used:Yes Max Web CSI:0.805 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.97 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,1888 VIEW Ver:17.01.00E.0525.17 B-C 213-2352 H-I 217 -3884 C-D 268-2946 I-J 217 -3884 Lumber D-E 251 -2713 J-K 172 -3407 Top chord 2x4 DF-L 1800f-1.8E E-F 199-2123 K-L 160 -3114 Bot chord 2x4 DF-L 1800f-1.8E F-G 296-3850 L-M 168 -3187 Webs 2x4 DF-L Standard:W13 2x6 DF-L 1800f-1.8E: G-H 267-3528 M-N 109 -2180 :W17 2x4 DF-L 1800f-1.8E: Filler 2x6 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.131"x3",min.nails B-Y 1798 -160 T-S 3950 -209 Top Chord:1 Row @12.00"o.c. Y-X 2141 -190 S-R 3950 -209 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. X-W 2372 -214 R-Q 3930 -211 Use equal spacing between rows and stagger nails W-V 3269 -297 Q-P 1782 -90 in each row to avoid splitting. V-U 4275 -319 P-N 1690 -83 U-T 3825 -242 Plating Notes (**)1 plate(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. C-Y 130-1311 J-S 696 -27 Purlins �ep PROLES C-X 1239 -117 J-R 74 -1087 In lieu of structural panels use purlins to brace all flat �'� G y N S,O W-E 1362 -89 R-K 37 -457 TC @ 24"OC. �� F W-F 137-1609 K-Q 112 -1907 19575 'p F-V 861 0 L-Q 3561 -160 Wind t' i V-G 1822 -168 Q-M 859 -45 Wind loads and reactions based on MWFRS. 7 ,. AIP. G-U 218-1997 P-M 58 -656 U-H 0 -483 Additional Notes 06 29/2 17 Laterally brace bottom chord above filler with purlins GIOREGON at 24"OC. '9R®L-�20,a9g NVQ" W• Renews 6!30!2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. t efer to LP- I-drawings 160A-Z for standard plate positions. �d Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the autrn€i�>✓+P.rrr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page. listing this drawing,indicates acceptance of pro essronaT engineeringresponsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 2 SEQN:27826 / T3 SPEC Cust:R435 JRet: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1538.20820 Truss Label: A14 Page 2 of 2 CY / GWH 06/29/2017 Special Loads -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 68 plf at -1.38 to 68 plf at 6.00 TC-From 34 plf at 6.00 to 34 plf at 23.50 TC-From 34 plf at 23.50 to 34 plf at 25.15 TC-From 68 plf at 25.15 to 68 plf at 30.60 TC-From 68 plf at 30.60 to 68 plf at 32.42 TC-From 68 plf at 32.42 to 68 plf at 41.13 BC-From 5 plf at -1.38 to 5 plf at 0.00 BC-From 20 off at 0.00 to 20 plf at 2.29 BC-From 25 plf at 2.29 to 25 plf at 2.96 BC-From 10 plf at 2.96 to 10 plf at 12.88 BC-From 13 plf at 12.88 to 13 plf at 13.54 BC-From 10 plf at 13.54 to 10 plf at 25.15 BC-From 20 plf at 25.15 to 20 plf at 27.58 BC-From 21 plf at 27.58 to 21 plf at 32.42 BC-From 21 plf at 32.42 to 21 plf at 37.25 BC-From 20 Of at 37.25 to 20 plf at 39.75 BC-From 5 plf at 39.75 to 5 plf at 41.13 TC- 103 lb Conc.Load at 4.06 TC- 470 lb Conc.Load at 6.13 TC- 109 lb Conc.Load at 8.06 TC- 410 lb Conc.Load at 10.06 TC- 384 lb Conc.Load at 12.06 TC- 111 lb Conc.Load at 14.06,16.06,18.06,19.87 21.69,23.69 BC-1394 lb Conc.Load at 25.15 � Ep PRop6,. C.9 �G t P4 i02 } 19575A0C- t, 0i/29/2117 ' OREGON '17rOLD W.Nn Q+ Renews 6)3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin9 shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)for safetyactices prior to perforing these functions. Installers shall provide teporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall hve properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrI PI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or over page listing this drawing indicates acceptance of proTessionall engineering responsibility solely for the design shown. The suitability 8351 Rosana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. • For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEAN:27676/ T15 GABL Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1539.04263 Truss Label: B01 CY / GWH 06/29/2017 6'11'6 10'10"9 13' 17' 30' 6'11'6 3'11.3 I- 2'1.7 l 4' I- 13' I 13' -I CNP) 8425 r14X5 E G • 4x6 E. 7ITI1P,_ ,„ 111111166.. 11 .,moo 0 . 3.87 ,, T S`• ,. A I 12 12 N $3X6(F1) -,4X4 R1112GX4 =3X4(A1) -'- .354=354 A 30' 1 114'8 i518 10'0'8 I 19'6' 11'4'8.1 5 8 10'6' 30' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria •Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.142 U 999 240 B* 634 /44 /295 /- /119 /24.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.301 U 878 180 AA-170 /16 /72 /- /- /137 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.134 0 - - S /305 EXP:B HORZ TL:0.283 0 - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:24.17 ft ( ) B Min BrgWidth NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Req= - TCDL:4.2 psf T Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.700 Bearings B&T Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TP1 Std: 2007 Max BC CSI: 0.902 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.686 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)15(0)/2(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber T2:Brace all exposed vertical surfaces for lateral B-C 142-2723 - 143 -797 wind forces.Anchor the perimeter of exposed C D 69 2200 G G I 156 797 18Top chord 2x4 DFL 1800f 1.8E:T2 2x6 DF-L vertical surfaces using sistered truss or nailer at D-E 148 -723 I-J 53 -629 edge of lower roof diaphragm.All diaphragms, Baotf chord 2 2x4 DFL 18001 1.8E braces,and connections shall be designed by Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard the engineer of record. 9 Chords Tens.Comp. Chords Tens. Comp. Plating Notes B-U 2183 -88 T-S 392 0 All plates are 1.5X4 except as noted. U-T 1651 -81 Loading Maximum Web Forces Per Ply(lbs) Truss designed to support 1-0-0 top chord outlookers Webs Tens.Comp. Webs Tens. Comp. and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be C-U 195 -381 U-W 397 0 cut or notched, except as noted. D-U 1375 -18 W-T 115 -1355 Bottom chord checked for 10.00 psf non-concurrent D-W 89-1410 S-J 1256 -7 bottom chord live load applied per IRC-12 section 301.5. Maximum Gable Forces Per Ply(lbs) Purlins Gables Tens.Comp. Gables Tens. Comp. In lieu of structural panels use purlins to brace all flat ,DEQ PROP I-S 57 -454 J-Q 87 -1567 TC @ 24"OC. ,( s GiNie /0 Wind t? �� 19575 � y Member design based on both MWFRS and C&C. r- r, Additional Notes , /S��• �' See DWGS A12030ENC101014,GBLLETIN1014,& 0 /29/2117 ' GABRST101014 for gable wind bracing OREGON requirements. +n `An.20,194b Q" ROL® W.Ns' Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to �P.d�I\ drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN(fiW dMoArry truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trussesAseal on this drawing or cover page, listing this drawing,indicates acceptance of pro essionai engineering responsibility solely or the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEAN:27666/ T13 COMN Cust:R435 JRef. 1W224350022 Greensward Qty: 7 FROM: DrwNo: 180.17.1539.11250 Truss Label: 802 CY / GWH 06/29/2017 611'513'13 _I- 17' I 222" + 30' 1 6'11'5 6'0"11 4' 52" T10" 1114X6 1114x5 tImd 1111.5X4 1.5X4 F 0 12 C T �� J =5X10 I 62 co B G 1 4o i Q 4.5 3.87 1-----.. iiingsa A 12 12 I "\H �4X5(F1) w5X6 e 4X4(A2) , 1_14"8i I 10'0"8 11'8" -I 7'10" 11'418.i 10'6" 222" 30' H88 ss Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 VERT(LL): 0.173 J 999 240 B 1449 /105 /668 /- /211 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.355 J 999 180 G 1498 /105 /671 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.135 I - - Wind reactions based on MWFRS EXP:B • HORZ TL:0.276 I - - B Min Br Width Re 1.5 Des Ld: 42.00 Mean Height:24.17 ft ( ) g q NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.6 Soffit: 2.00 BCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.622 Bearings B&G Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.829 RepFactors Used:Yes Max Web CSI:0.597 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 254-3282 E-F 348 -1865 Lumber C-D 194-2831 F-G 194 -1913 D-E 191 -1655 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E:B2 2x4 DF-L 2400f-2.0E: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W3,W4 2x4 DF-L Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: B-J 2701 -108 l-G 1414 -36 Loading J I 1303 0 Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide Maximum Web Forces Per Ply(lbs) clearance. Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent J-D 1352 -14 E-I 405 -185 bottom chord live load applied per IRC-12 section J-E 610 -59 I-F 214 -441 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind O cGR� PRo,�F'S Member design based on both MWFRS and C&C. v 'C S� .CP GIN E O F C? , 19575 R 2 .. 7r41' i ,/, /\,\N........... S'�s /' 0i/29/2117 rC, OREGON Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ®� drawings 160A-Z for standard plate positions. �d Alpine,a division of ITW Buildinlg_�components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,;W, ;,,t,er truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA”al on this drawing or cover page.. listing this drawing,indicates acceptance of AroTessionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;1CC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27887 / T51 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1531.16010 Truss Label: B03 CY / GWH 06/29/2017 6'11'6f 13' I 17' 22'2" I 29'7"6 6'11"6 6'0"10 4' 5'2" 7'S"6 11140X6 =4X4 E 11ii! T u NIIIIIIIIIIIIIIIIII 1111.5X4 x 1.5X4 F 0 12 C 0 9 N 00000. T =5X10(") '.3X4 m B2 G I� `` L H B 1 a-io I /14.5 3.87 p ji �;;; A 12 12 =5X6 1114X6(E5) 04X5(F1) - 1.1'4"8l0'08 11'8" 7'5"6 Is 10'6" { 22'2" I 297"6 H8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt 17.5 Ce:1.0 VERT(LL): 0.169 J 999 240 B 1441 /105 /664 /- /194 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.349 J 999 180 H 1373 /84 /601 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.131 I - - Wind reactions based on MWFRS EXP:B HORZ TL:0.269 I - - B Min BrgReq Width 1.5 Des Ld: 42.00 ( ) Mean Height:24.17 ft NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 H Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.615 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.823 Spacing:24.0" Rep Factors Used:Yes Max Web CSI:0.589 Members not listed have forces less than 375# p g: C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 301 -3256 E-F 350 -1841 C-D 240-2804 F-G 195 -1844 Lumber D-E 216-1641 G-H 438 -1949 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E:B2 2x4 DF-L 2400f-2.OE: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W3,W4 2x4 DF-L Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: B-J 2678 -187 I-H 1392 -73 :Rt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' J I 1284 0 Plating Notes Maximum Web Forces Per Ply(lbs) (**)1 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning J D 1333 -44 E 4 393 -170 requirements. J-E 614 -44 I-F 215 -431 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section iso PROp 301.5. / GU'4 - 2 Purlins 'p19575 � In lieuof structural panels use purlins to brace all flat ,, t:io TC@24"OC. / Wind f�.�°, ()./29/2017 Member design based on both MWFRS and C&C. ,ftOREGON IL.'en-20,19' `� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions- Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a property attached rigid ceiling. Locations shown forermanent lateral restraint of webs shall have bracingins'alled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the JointDetails, unless noted otherwise. Refer to ®' drawings 160A-Z for standard plate positions. �d Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 41fi tOtiff,PV truss in conformance with ANSI/1 PI 1,or for handling,shipping,installation and bracing of.trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of pro-fessionai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104C1A Ply: 2 SEQN:27897/ T23 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17-1530.55260 Truss Label: B04 CY i GWH 06/29/2017 S 2 Complete Trusses Required 6'1"8 13' 17' 2310'6 297"6 F 6'1"8 'ice 6'10"8 + 4' _.I. 6'10"8 + • 5'6"14 -I Ih5X10 1115X10 E T3 F igliil 10X 10(SRS) A/1\ %8X8(SRS) 0 12 D G IL 4t. 03X4 k3X4 C H T5 T1 -i 5X5(C5) 4114141116. 1 rOP! I I KAI 111011110.1.1, a�iu �� III I lr ~::i 1 A i' 0 N M L K J Q 4X6((C ((I 1114X12 1114X12 114X12 1114X12 1114X12 =SS0919(C5) 8x51)2�c5)(i) .6X6 11'4"81 6'1'8 } 4' ` 4'10"8 I_ 4'10"8 4' -1- 5'8"14 6'1"8 10'1"6 15' 19'10"8 23'10"8 29716 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1,0 CAT:Il PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.188 N 999 240 P 109601 1553 /- I- I- 15.5 6CLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.376 N 927 180 0 13368/1354 /- /- I- /- BCDL 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.067 D - - Wind reactions based on MWFRS EXP:B HORZ TL:0.133 D - - P Min Br Width Req5.5 Des Ld: 42.00 TCDL:4.0 psMean Height:24-17 ft ( ) g NCBCLL:0.00 Code!Misc Criteria Creep Factor:1.5 0 Min Brg Width Req= f Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.878 Bearing P Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.847 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.894 Members not listed have forces less than 375# p 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,18SS VIEW Ver:17.01.00E.0525.17 B-C 1231 -8768 F-G 748 -7375 Lumber Plating Notes C-D 1211 -8729 G-H 887 -8760 D-E 934-7347 H-I 950 -8791 Top chord 2x6 DF-L 1800f-1.8E:T1 2x4 DF-L (I)-plates so marked were sized using 0% E-F 549-5236 2400f-2.0E: Fabrication Tolerance, 0 degrees Rotational :T3,T5 2x4 DF-L 18001-1.8E: Tolerance,and/or zero Positioning Tolerance. Bot chord 2x8 DF-L 2250f-2.0E Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard:W3,W4,W5,W6 2x4 DF-L Purlins Chords Tens.Comp. Chords Tens. Comp. 1800f-1.8E: In lieu of structural panels use purlins to brace all flat B-0 6950 -962 L-K 4983 -506 :Lt Slider 2x6 DF-L 1800f-1.8E:BLOCK LENGTH= 3,251' TC @ 24"OC. 0-N 6884 -950 K-J 6874 696 :Rt Slider 2x6 DF-L 1800f-1.8E:BLOCK LENGTH= 3.251' Wind N-M 4979 -566 J-I 6988 -706 M-L 4979 -566 Nailnote Wind loads and reactions based on MWFRS, Nail Schedule:0.131"x3",min.nails Additional Notes Maximum Web Forces Per Ply(lbs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:2 Rows @ 3.50"o.c.(Each Row) WARNING:20 psf additional bottom chord live load Webs :1 Row @ 4"o.c. check has been modified O-D 2016 -385 L-F 1233 -210 Use equal spacing between rows and stagger nails D-N 319-1540 F-K 3201 -315 in each row to avoid splitting. N-E 3154 -616 K-G 157 -1498 4"o.c.spacing of nails perpendicular and parallel to E-L 1250 -119 G-J 2025 -194 grain required in area over bearings greater than 4" ,QED PR-FF Special Loads 4' SS (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) `cJ ci , G 4 N EF iO TC-From 34 plf at -1.38 to 34 plf at 29.61 C� 19575 BC-From 5 plf at -1.38 to 5 plf at 0.00 + •pr;-'. BC-From 10 plf at 0.00 to 10 plf at 5.00 r BC-From 2 plf at 5.00 to 2 plf at 11.42 I .�' BC-From 22 plf at 11.42 to 22 plf at 14.08 0612912117 BC-From 2 plf at 14.08 to 2 plf at 16.00 OREGON BC-From 22 plf at 16.00 to 22 plf at 18.67 BC-From 2 plf at 18.67 to 2 plf at 29.61 I `an20194 �Fi� BC-3786 lb Conc.Load at 6.13 . , BC-1544 lb Conc.Load at 8.06,10.06,12.06 0L D W. BC-1831 lb Conc.Load at 14.06,16.06,18.06,20.06 22.06,24.06,26.06,28.06 Renews 6/30/2019 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 83,B7 or B10, - - , as applicable. Apply plates toeachface of truss and position as shown above and on the Joint-Details, unless noted otherwise. I'3efer to � � drawingsraw 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Anti+.earAkr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of Aro-tessronaY engineering responsibility solely for the design shown. The suitability 8351 Ravana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. • For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:24526 / T8 GABL Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.09373 Truss Label: CO1 / GWH 06/29/2017 8'6" f 17' 8'6" 8'6° F.-28" I 1,4,.8{ 1,4„'I -4X4 H T (TYP) T 03X4 P! k3X4 G I A � r 12 97 N P. N P. k (�l- :Ogg 1 1 ' ---1011:411111: iii.lk D w 5X7 Ill $3X6 3X6Aill Yk 23X4 o e 16 N A • 7 4.5 3.87 2 .4X4 , ''" 0 T �� o ��.1 X4 12 AC 63X4 12 I - o P e3X4 i 1'4"8 1 F 8'0"8 ) 8'0"8 H k 1'4"8 I 6., 8'6" 16'6"8 ,6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.071 U 999 240 AD 913 /81 /407 /- /171 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.140 U 999 180 P 910 /81 /406 I- I- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.039 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ TL:-0.084 C - - AD Min Brg Width Req= 5.5 ( ) Mean Height:23.98 ft Code/Misc Criteria CreepFactor:1.5 P Min Brg Width Req= 5.5 NCBCLL:offit10.00. TCDL:4.2 psf Bearings AD&P are a rigid surface. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.333 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.509 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.618 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00.0315.15 B-G 144-1192 H-I 135 -1018 G-H 138 -987 I-N 139 -1237 Lumber This truss is designed to support directly tributary Top chord 2x4 DF-L 1800f-1.8E loads only.It has not been designed to support lateral or Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E longitudinal forces as a collector.It may not be used as Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard:W1,W7 2x6 DF-L part of a lateral force resisting system. 1800f-1.8E: AC-AB 294 -452 W-R 992 0 AB-W 939 -84 R-Q 106 -488 Plating Notes All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed to support cladding load not to B-AC 125 -978 R-N 1398 -13 exceed 3.00 PSF one face.Supports gable end B-AB 1169 0 Q-P 141 -901 overhang 1-0-0 maximum past the gable face and AC-AD 145 -905 Q-N 114 -893 24.0"span inward to the next truss on the opposite W-H 1045 -198 face. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Rso PROP , Member design based on both MWFRS and C&C. •`•:C°�G N �`r'S''. Additional Notes c 1 19575 See DWGS A12030ENC101014,GBLLETIN1014,& �r=F GABRST101014 for gable wind bracing . _ requirements. / . Shim all supports to solid bearing. 0../29/2117 OREGON Extended vertical web designed to support vertical (7• -../, load only.Truss has not been designed to laterally 1 '-an 20i99� l brace the support. •r®L D.1 .Nv Renews 6130/2019 ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide teporar (503)581-8787 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, ` , as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. �tefer to drawings 160A-Z for standard plate positions. LPI f Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Adi tvr an oti truss in conformance with ANSI/JP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of protessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/I-PI 1.Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706104CIA Ply: 1 SEQN:27660/ T53 GABL Cost:R435 JRef. 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.14550 Truss Label: D01 CY / GWH 06/29/2017 2'6" 7'4" I 12,2" I 14,8„ ", 2'6" 4'10" 4'10" 2'6" IF 1'4" -2'-I H =1,4 'I T (TYP) - 0 12 0 9 yo3X4 3X4 N D H T O Allill • =5X6 MII1141 I 1_ 1 E-12 ►Alli�:�r Ii:itI.mp A I -.1 ' K 3X4(A1) R =40X4 12 =4X4 L=3X4(.01) 1 I' 14'8" H 1'4"82'6" 4'10" 4'10" 2'6" 1'4"8 -II I 7'4" I 12,2" I 14'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl Li# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.022 E 999 240 J* 109 /10 /46 /- /10 /175 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.042 E 999 180 R /109 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 E - - L /109 EXP:B Des Ld: 42.00 HORZ(TL):HORZ TL:0.029 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 22.05 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= - TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.198 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.077 RepFactors Used:Yes Max Web CSI:0.589 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 D-F 39 -458 F-H 39 -458 Lumber Top chord 2x4 DFL 1800f 1.8E Maximum Web Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 DF-L Standard D-Q 47 -522 M-H 40 -522 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind �t�EO PROF ' Member design based on both MWFRS and C&C. .0 aG 1 N,E-� X0 � 2 17 Additional Notes 19575 See DWGS A12030ENC101014,GBLLETIN1014,& i • �� GABRST101014 for gable wind bracing /i- i- requirements. 1./29/2017 OREGON v GI Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins/ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointfDetails, unless noted otherwise. kefer to LI drawings 160A-Z for standard plate positions. A464N4 Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ahft4V€FnwOAV truss in conformance with ANSITT PI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely or the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TP1:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEAN:27654/ T52 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.17427 Truss Label: 002 CY / GWH 06/29/2017 2'6„ 7'4" 122" 14'8" I- 2'6" I 4'10" I 4'10" I 2'6" =4X4 C PA 12 o_ 9 - 3X4 3X4 F in B D o 4111•111.1.1111111111111111111"21""NMINNIMINM/f/* i.; Aipir"---,,i--',6 o, A E I 41-0 r. ilk\ . 14.5 G F 3X4(A1) =4X4 12 =4X4 -3X4(A1) s. r 2'6" I 7'4 11 f 12'2" I 14'8" 1 1'4"8-{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.021 H 999 240 A 642 /22 /302 /- /120 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.045 H 999 180 E 754 /42 /361 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 G - - Wind reactions based on MWFRS EXP:B HORZ TL:0.033 G - - A Min BrgWidth R 1.5 Des Ld: 42.00 ( ) � Mean Height:22.05 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 E Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.183 Bearings A&E Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TP1 Std: 2007 Max BC CSI: 0.204 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.273 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 101 -901 C-D 67 -904 B-C 67 -905 D-E 91 -873 Lumber Top chord 2x4 DF-L 1800f-1.80 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. A-I 694 -32 H-G 713 -25 Loading I-H 751 -38 G-E 658 -19 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Wind C-H 618 0 Member design based on both MWFRS and C&C. ,c�Ro PROFESS C.„ G+Ni '" F 41 19575 7 ice- 1../29/2017 OREGON 9� ,Q . , 9 SP° � N Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlrly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the aafM1€i�rtAanva truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of profiessionaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27657 / T54 COMN Gust:R435 JRef: 1W224350022 Greensward Qty: 3 FROM: DrwNo: 180.17.1535.24150 Truss Label: D03 CY / GWH 06/29/2017 2'4"8 7'2"8 12'0'8 14'6"8 2'4"8 I 4'10" 4'10" I 2'6" =4X4 C `, T 12 9 0 3X43X4 cN Co B D o Arii...011.11111175:::••••••••..m--,quiluiti m AIIIII E 3X4(B1) I _ 1 4.5 G=4X4 12 =4X4 .3X4(A1) F 2'4"84'10" 4'10" 2'6" 1 4 8 A 2'4"8 I 7'2"8 I 12'0"8 I 14'6"8 1 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loe L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.022 H 999 240 A 636 /22 /298 /- /119 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.046 H 999 180 E 749 /42 /359 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 0 - - Wind reactions based on MWFRS EXP:B HORZ TL:0.033 G - - A Min BrgWidth Des Ld: 42.00 ( ) Req= - Mean Height:22.05 ft Code!Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Bearing E Fcperp=625psi. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.184 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.208 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.267 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 99 -871 C-D 67 -894 B-C 67 -895 D-E 91 -866 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. A-I 661 -29 H-G 708 -24 Loading I-H 717 -35 G-E 653 -19 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Wind C-H 605 0 Member design based on both MWFRS and C&C. �� Eo PRO1 4 • ' G1NE• ti - 19575 41 V ' -_. .1_ �, 1 ' 0.29/2117 • OREGON v 'rot.20,19-t"" Renews 6130120191■ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to perforing these functions. Installers shall provide temporary (503)581 5787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom ghord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AH1W€d,SAFir truss in conformance with ANSI/TPI 1, or for handling.,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of proTesstonai engineering responsibility solely tor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27642 / T12 GABL Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.20107 Truss Label: E01 CY / GWH 06/29/2017 2'712 311"12 5'3"12 7'11"8 2'7"12 I I I 1'4" 1'4" 2'7"12 -i =4X4 D T -I- PN P♦ 12 r� 9 I IIIILIIIIi 9, co IP v g 1114X5 F `r M /i 4.5 A -3X4(F1) 12 '3X4(F1) G J_ 1 T11"8 1 H 1'4"8-I 58 2 2 4 I 1'4" { 1'4" I 2.2"4 1 5" 5"8 2'7"12 3'11'12-i 5'3"12 7'6" 7'1 "8 {--1'4"8-H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 VERT(LL): 0.013 I 999 240 B 470 /154 /229 /- /93 /5.5 BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.024 I 999 180 F 470 /154 /230 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 H - - Wind reactions based on MWFRS EXP:B q-- HORZ TL:0.025 H - - B Min BrgWidth Re1.5 Des Ld: 42.00 ( ) = Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.213 Bearings B&F Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TP1 Std: 2007 Max BC CSI: 0.132 RepFactors Used:Yes Max Web CSI:0.159 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E0525.17 B-D 56 -537 D-F 56 -537 Lumber Top chord 2x4 DFL 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard B-I 391 -18 I-F 391 -19 Plating Notes All plates are 1,5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. ���O PROFFS Wind .4,02' G t N SAO Member design based on both MWFRS and C&C. C3 ,N-- F� 2 19575 Additional Notes p' �1 See DWGS A12015ENC101014,GBLLETIN1014,& '� GABRST101014 for gable wind bracing requirements. 0./29/2117 OREGON man.20,19 Q� R0L D W.NA Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to ��' drawings 160A-Z for standard plate positions. Alpine,a division of ITV/Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the nprfw€opAtiv truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page- listing this drawing,indicates acceptance of ppro essionar engineering responsibility solely for the design shown. The suit-ability 8351 Roxana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27645/ T11 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1540.22167 Truss Label: E02 CY / GWH 06/29/2017 3'11"12I 7'11"8 3'11"12 3'11"12 =4X4 C -1- UN/t 12 v 9 ri 111 _i_ `r B III4X5 D m A_ A -�4.5 tom. E 03X4(F1) 12 �3X4(F1) A 7'11"8 1 H 1 4"8 i 5'$3 6„12 I 764 4 I71 "8 H 1'4"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.011 F 999 240 B 453 /- /214 /- /82 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.023 F 999 180 D 453 1- /214 /- /- 15.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 F - - Wind reactions based on MWFRS EXP:B HORZ TL:0.023 F - - B Min Br Width Re 1.5 Des Ld: 42.00 TCDL:4.0 Mean Height:15.00 ft ( ) g q NCBCLL:10.00 psf Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 s Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.141 Bearings B&D Fcperp p p-625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.124 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.137 Members not listed have forces less than 375# p g Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): . Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 0 -526 C-D 0 -526 Lumber Top chord 2x4 DF-L 18DOf 1.$E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard B-F 384 -12 F-D 384 -12 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. P4'N' - - -SSCS G 1 N E �O t? 19575 �• Ads 0:a/29/2117 OREGON `a n.20,194b' Q -°Low. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl id ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ai4OW 7kifA/ truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or over page, listing this drawing,indicates acceptance of pprofessional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27454 / T14 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.29140 Truss Label: E03 CY / GWH 06/29/2017 3'11"12 7'11"8 F" IH 3'11"12 3'11"12 =4X4 B T �N . III 12 9 V r� 11a in T A 1114X ih /I 4.5 i 4 10 12 �i 3X4(F 2--,3X4(F1) I— T11"8 H 5"$ 3'6"4 3'6"4 5'�$ �5" 3'11"12 I 7'6" 17'11'"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICS1 Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.010 D 999 240 C. 89 /- /37 /- /6 /95.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.021 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 D - - A Min Brg Width Req= - EXP:B ) Des Ld: 42.00 HORZTL 0.021 D - - Bearing A Fcperp=625psi. ( Mean Height:15.00 ft Code I Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6Asf g Bld Code: IRC 2012 Max TC CSI: 0.091 Members not listed have forces less than 375# p TPI Std:2007 Max BC CSI: 0.094 Maximum Top Chord Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.166 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) A-B 61 -597 B-C 61 -597 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L 1800f-1.8E A-D 456 -4 D-C 456 -4 Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent B-D 375 0 bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. •C# P ROFs'SSi C'N. C,IiVF F 4 19575 7 ' a 0.129/2117 OREGON . v 9� . SPOiDNA/ N Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginsailed per BCSI sections B3,87 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. refer to Lialg' drawings 160A-Z for standard plate positions. E Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,ifwt ;. truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page . listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suifabilrty 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27651 / T63 COMN Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.33330 Truss Label: E04 CY / GWH 06/29/2017 21"2 { 4'0"4 4'2"4 1'11"2 1'11"2 2 =4X4 — 12 C III 1.5X4 1111.5X4 AB DE v Pi lib m . 4 A\. .A I H W3X4GF =3X4 3'10"4 •14'0"4 {�♦ 4'2"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pt:17.5 Ce:1.0 VERT(LL): 0.002 C 999 240 I 183 /- /87 /- /25 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.005 C 999 180 F 183 /- /87 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 E - - Wind reactions based on MWFRS EXP B HORZ(TL):0.001 E - - I Min Br Width Re Des Ld: 42.00 TCDL:4.2 psf Mean Height:15.00 ft ( ) g q g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.029 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.129 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.042 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. � Eo PROFF �0ss 19575 • 2 • t 0.29/2117 OREGON Renews 9/30/2019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performingthese functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted othetwise,top chord shall have properly attached structual sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanentlateral restraint of webs shall have bracingfins/ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. kefer to ��� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orofessionaf engineerin9 responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notespage and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27620 / 16 GABL Cost:R435 JRef:1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.46393 Truss Label: F01 CY / GWH 06/29/2017 5.8" 11'4" 1" 15'8" 5'8" H-2'8"--I I--1'8"-+-1'4"H =4X4 (TYP) F T T 9 4�iliklii 12 O I,- - r001101111.1 : �, N - Pi 0 � 1114X5 i 1 <' A �3X4(� -----,3X4(F1) K 4.5 12 1- 11'4" I 5" 5'2"8 5'2"8 5" H 1'4"8 I5" 58" _I- 10'10.8 I11 4" H--1'4"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.035 Q 999 240 J* 111 /20 /46 /- /10 /136 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.066 Q 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.026 L - - B Min Brg Width Req= - EXP:B Des Ld: 42.00 HORZ(TL):TL 0.049 L - - Bearing B Fcperp=625psi. Mean Height:15.00 ft Code!Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.215 Members not listed have forces less than 375#Maximum Top Chord Forces Per Ply(Lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.238 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.290 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) B-F 62 -897 F-J 62 -897 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 DF-L 1800f-1.8E B-0 699 0 0-J 699 0 Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. All plates are 1.5X4 except as noted. F-0 656 -1 Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. ��EO PROp Wind Member design based on both MWFRS and C&C. `r7��G r,N F� s�O �.^� 19575 41 2 Additional Notes r cif" See DWGS A12015ENC101014,GBLLETIN1014,& i ` GABRST101014 for gable wind bracing -��l/(/ /i' •+ requirements. 0./29/2117 OREGONGI J 9OW _V- -1 1L9 D N'.. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ��a drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,tnrtw€011/007 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover pa,ge listing this drawing,indicates acceptance of pro essronai engineering responsibility solely or the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104C1A Ply: 1 SEQN:27465 / T5 COMN Cust:R435 JRef:1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.49000 Truss Label: F02 CY / GWH 06/29/2017 5'8" 11'4" 1' H 58" 5'8" =4X4 C o 12 9 � N 111X5 B D ` 1 a10 __ 4.5 ►_. A o3X4(F1) 12 �3X4(F1) E 5'2"8 H 1'4"8-I 1- 5'8 5'2"8 f 010"8 H I--1'4"8—{ ` I-S5" 8 "8 1114" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph P1:17.5 Ce:1.0 VERT(LL): 0,023 F 999 240 B 603 1- /283 /- /104 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.047 F 999 180 D 603 /- /283 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.022 F - - Wind reactions based on MWFRS EXP:B HORZ TL:0.046 F - - B Min BrgWidth R = 1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Fcperp B&D s Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.215 Bearings p p=625 psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.179 RepFactors Used:Yes Max Web CSI:0.246 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 20 -873 C-D 18 -873 Lumber Top chord 2x4 DFL 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 DF-L Standard B-F 667 0 F-D 667 0 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web FPer Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comorces p. 301.5. C-F 556 0 Wind Member design based on both MWFRS and C&C. 4'2' IPROF:"%O�� G1Np 19575 fall �`F 0.+/29/2117 OREGON '9-®L,Do 9l�P Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing pper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. l7efer to ®' drawings 160A-Z for standard plate positions. �.J Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ;wttw€sq,Sr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SOCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEAN:27626/ T7 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 4 FROM: DrwNo: 180.17.1540.52113 Truss Label: F03 CY / GWH 06/29/2017 5'2" 10'10" II- H 5'2" 5'8" =4X4 C 1N 12 97 0 r• y 3X4 a N v T g tI F r` 1114X5 iO A," D _ ` 4.5 1114X8(")(1) 12 E �3X4(F1) L 52" 5'2"8 1'4"8 A 52" I_ 10'4"8 5" 1100" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.032 B 999 240 A 467 /- /221 /- /88 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.067 B 999 180 D 595 /- /278 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.025 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.054 B - - A Min Brg Width Req= - Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.249 Bearing D Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.193 RepFactors Used:Yes Max Web CSI:0.244 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 189 -984 C-D 34 -864 B-C 32 -811 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. A-F 658 0 F-D 661 0 :Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.617' Plating Notes Maximum Web Forces Per Ply(lbs) (I)-plates so marked were sized using 0% Webs Tens.Comp. Fabrication Tolerance, 0 degrees Rotational C-F 553 0 Tolerance,and/or zero Positioning Tolerance. (*0)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. '�o PRO,- Wind %( Member design based on both MWFRS and C&C. .� /"G I N FF /O 7 C.9 /((,, 19575 '� Additional Notes *- % Shim all supports to solid bearing. / ice►= .•- I \ 0.+x29/2117 ' ' \ OREGON r Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ISO drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A.ift*r truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawingg indicates acceptance of proessionaT engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104C1A Ply: 1 SEQN:27633 / T9 COMN Cust:R435 JRef:1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1540.54010 Truss Label: F04 CY / GWH 06/29/2017 5'2" { 10'10" H 5'2" 5'8" =4X4 C -1-- LIN 12 9 7 0 Sr 03X4 r. B 1114X5 I -� �r D ►� �., 44° 06X6(F3) 12 4.5 -3X4(F1) 52" 5'2"8 " I 10 4"8 HA L 5'2 A 10"0" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc LJdefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.029 B 999 240 A 475 I- /221 I- /69 I- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.063 B 999 180 D 488 /- /220 I- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.023 B - - Wind reactions based on MWFRS EXP:B HORZ TL:0.050 B - - A Min Br Width Re Des Ld: 42.00 Mean Height:15.00 ft ( ) g q NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.268 Bearing D Fcperp=625psi. Soffit: 2.00 BCDL:6.0 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.193 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.256 Members not listed have forces less than 375# p g Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.001=.0525.17 A-B 206-1001 C-D 71 -889 Lumber B-C 71 -841 Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1ME Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.617' A E 684 0 E D 690 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. bottom chord live load applied per IRC-12 section C-E 579 0 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes Shim all supports to solid bearing. 'C���O PROpESS, .-, G1NF /O O �� 19575 �� 2 yr' 0 hX29/2117 OREGON .�-®L20, 9•V"P Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT`'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted oproperlyherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. k e f e r to �1- drawings 160A-Z for standard plate positions. Alpine,a division of 1TW Building_Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/T PI 1,or for handling shipping,installation and bracing of.trussesA seal on this drawing or cover page,. listing this drawing,indicates acceptance of pro essionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle • For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27639 / T10 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 3 FROM: DrwNo: 180.17.1540.56080 Truss Label: F05 CY / GWH 06/29/2017 52" 10'6"8 5'2" { 5'4"8 4X4 C T /N 12 9V 0 -��• 0 3X4 B A D T N 1• II6 I), T4 L� ■ -rpt 1113X8(*") E III 1.5X4 1114X5(B2) 52" { 5'4"8 52" 10'6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria 5 Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in toc L/defl Ll# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.023 B 999 240 A 461 I- /212 I- /66 I- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.048 B 999 180 D 461 /- /213 I- I- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.040 B - - A Min Brg Width Req= - Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.274 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.181 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.156 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): A-B 235 -690 C-D 86 -515 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 85 -480 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard :Lt Slider 2x4 DF-L Standard:BLOCK LENGTH= 1.500' :Rt Wedge 2x4 DF-L Standard: Plating Notes (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. REO F�. ' , -"G 1 N F" fc� 7/0r„/(4/N-- 19575 E--,e,” \� / iii ei„....,:dor, 0./29/21117 \ OREGON .../ v'9'I-C;11---D---W1 man.20,199" <Q' ® !� L® -� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17990 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Dayton OR 97114 Component Safety Information,byTPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrlly attached rigid ceiling. Locations shown forrmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to fl y �,Q drawings 160A-Z for standard plate positions. ILI� Nfi Alpine,a division of ITW BuildinaComponents Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the Ai�rf�V€o�,fr'riFS truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of.trussesA eal on this drawing or cover pae listing this drawing,indicates acceptance of ro esstonal engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27617 / T2 GABL Cust:R435 JRef. 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1542.24510 Truss Label: 001 CY / OWN 06/29/2017 y'7"11 i 9"1 5'11" 1 11'0"5 1a.1 22'8" 1 24'6819"1'2 5'1"4 5'1"411 11'0"5 1'10"8 1- 5'4" 2'_"i (TYP) =6 G 2 - 1113X6 1113X6 - T 4 12 k 3X6 1113X6E Vimr '` III3X6 3X7 ✓ 1113X6 J1113X6 iiK 92 ✓ i "li -mB Svias {{770 i i L 3.15 A LJ El I U 9 ►� M AA S P 0 - 3u3X6(C5) =3X4 =5X5 =-3X4 =3X6(X4(C5) X4)(C5) H1'10''8 1 T9"15 1 TO"3 1 7.9"15 A 7'9"15 14`10"1 22'8" (NNL) (NNL) 1 4'7"4 i 1 4'7"4 -1 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.101 H 999 240 AA 1160 /44 /513 /- /73 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.186 H 999 180 L 1160 /44 /513 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.032 N - - Wind reactions based on MWFRS EXP:B HORZ TL:0.058 N - - M Min BrgWidth Req Ld: 42.00 ( ) = 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 L Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.361 Bearings AA&L Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TP1 Std: 2007 Max BC CSI: 0.416 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.606 Members not listed have forces less than 375# 015 0/2 0 Maximum Top Chord Forces Per Ply(Ills) FT/RT/PT;6 Loc.from endwall:Any ( } ( ) ( ) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-D 286 -923 K-L 630 -2361 Lumber E-G 194 -677 D-E 225 -790 F-G 435-1407 G-H 439 -1416 Top chord 2x4 DF-L 1800f-1.8E I-J 223 -786 G-H 192 -668 Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X4 except as noted. B-S 2170 -464 P-0 1456 -266 S-P 1456 -266 O-L 2172 -473 Loading Truss designed to support 1-0-0 top chord outlookers Maximum Web Forces Per Ply(lbs) and cladding load not to exceed 3.00 PSF one face and 24.0"span opposite face.Top chord must not be Webs Tens.Comp. Webs Tens. Comp. cut or notched, except as noted. D-S 130 -529 G-O 775 -192 Bottom chord checked for 10.00 psf non-concurrent S-G 776 -192 0-J 131 -531 bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes ,9 PRoFSss $ GABRST10 014See DWGS 0 for gable0wiO14,nd bracing ETIN1014,& C' �G9 N F . /Q575 ii'l � requirements. ,,. r Inner top chord must not be cut or notched. /` Stacked top chord may be notched eS/ except as noted by(NNL). 0,+129/2017 OREGON Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)fsatet rctices prior to perforing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,87 or 510, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. f efer to � 1 f drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin2g�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ail w€s0arr truss in conformance with ANSIITPI 1,or for handling,shipping,installation and braciR ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proresslonai engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer perANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27614/ T1 COMN Gust:R435 JRef: 1W224350022 Greensward Qty: 13 FROM: DrwNo: 180.17.1542.34500 Truss Label: G02 CY / GWH 06/29/2017 6'0"14I 11'4" I 16'7"2 ' 22'8" -I 6'0"14 5'3"2 5'3"2 6'0"14 =4X4 D ii T 12 4 l__.--- 1.5X4 ,r1.5X4 C E v O -v ZO v B F Y G 3.15 A =- ._. J I H 3X5(A1) =3X4 =3X4 =3X4 =3X5(A1) 7'9"15 7'0"3 7'9"15 1 10"8 I-1'10"8 7'9"15 14'10"1 22'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.100 H 999 240 B 1090 /8 /486 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.198 H 999 180 F 1090 /8 /486 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.030 H - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ TL:0.060 H - - B Min Brg Width Req= 1.5 ( ) Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf Bearings B&F Fcperp=625psi. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.249 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.398 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.261 Members not listed have forces less than 375# P 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 B-C 501 -2159 D-E 453 -1910 C-D 453-1910 E-F 501 -2159 Lumber Top chord 2x4 DF-L 1800f-1.8E Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Chords Tens.Comp. Chords Tens. Comp. B-J 1999 -405 I-H 1378 -244 Loading J-I 1378 -244 H-F 1999 -414 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-J 162 -390 D-H 590 -92 Member design based on both MWFRS and C&C. J-D 590 -92 H-E 162 -390 #Eo PROP CSN.co c,INE i0 19575 7 a ' r.ti i '5-%* A. 0./29/2117 OREGONGI v Renews 6/30/2019 **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin9K shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.,Unless noted o-therwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly • attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 11:31' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANr'iN,f65 6AN• truss in conformance with ANSIITPI 1,or for handling,shi pin ,installation and bracing of trussesAseal on this drawing or cover pa e listing this drawing,indicates acceptance of prolessionalg engineering responsibility solely for the design shown. The surf bility 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27522 / T22 CAJA Cust:R435 JRef: 1W224350022 Greensward Qty: 5 FROM: DrwNo: 180.17.1525.54900 Truss Label: J01 CY / GWH 06/29/2017 D •H /3X4 C 12 9 Zv 7. ::f m B 1 1 ►i L E .3X4(A1) O^�3'11"3 70'12 r4's I 6, l- r,z� f I 29-12--{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.008 E 999 240 B 387 1_ /210 /- /301 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.016 E 999 180 E 111 /- /71 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.009 E - - F 309 /128 /121 I- I- /3.1 EXP:B ) Des Ld: 42.00 HORZTL 0.017 E - - G 104 /48 /23 I- I- /1.5 HORZ(TL): Mean Height:24.90 ft H 425 /167 /154 /- I- /1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 ons basedon MWFRS Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.510 Wind reactions Min BtiWidthg = 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.232 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 E Min Brg Width Req= P 9 F Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) G Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): H Min Brg Width Req= 1.5 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Bearing H is a rigid surface. Lumber Bearings B,F,&G Fcperp=625psi. Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Bottom chord checked for 10.00 psf non-concurrent B-C 139 -638 bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes Shim all supports to solid bearing. For use as a California end jack with top chord extension supported on overframed trusses at 24"o/c maximum spacing. Some bearings not shown. Cf „Ep PRQF�`SS 19575 'p , 0 i/29/2017 OREGON 14)®f.®,199�1Q' L w. V Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss ing in truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to C.. � drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AnfhvV€ctfi'A truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEAN:27525 / T45 CAJA Gust:R435 JRef: 1W224350022 Greensward Qty: 12 FROM: DrwNo: 180.17.1525.33380 Truss Label: J02 CY / GWH 06/29/2017 c ,q c 12 9 - E 0 0 ../.000.1//' °I.7 '2:72II _ A D .3X4(A1) 13 3'11'15-----, I'1'4"8 I 8, -1 8- i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria G Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in roc L/defl L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.008 D 999 240 g 387 I- /196 I- /280 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.016 D 999 180 D 111 /- /71 I- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 D - - E 309 /126 /121 I- I- /3.1 EXP:B HORZ(TL): TL):0.017 D - - F 266 /109 /102 /- /- /1.5 Des Ld: 42.00 Mean Height:24.55 ft C 133 /54 /51 /- /- /1.5 NCBCLL:10.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:1.5 p BldgCode: IRC 2012 Max TC CSI: 0.389 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0 psf B Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.232 RepFactors Used:Yes Max Web CSI:0.000 D Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft E Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) F Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): C Min Brg Width Req= - Wind Duration:1.60 WAVE • VIEW Ver:17.01.00E.0525.17 Bearings B,E,&F Fcperp=625psi. Lumber Top chord 2x4 DFL 1800f-1.8E Members not listed have forces less than 375# Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes Shim all supports to solid bearing. For use as a California end jack with top chord extension supported on overframed trusses at 24"o/c maximum spacing. Some bearings not shown. OCEOPROp ��,IN �\ O 19575 \ j 0429/2017 OREGON Cry\ ,'v, \IA --4.,!_/-20,19'3 Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,byTPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide temporary (503)581-6787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properylr y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, i as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to � � drawings 160A-Z for standard plate positions. 1r--'J Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AkVIt010Ai, truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ppro-fessionar engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27528/ T29 CAJA Gust:R435 JRef: 1W224350022 • Greensward Qty: 1 FROM: DrwNo: 180.17.1525.12327 Truss Label: J03 CY / GWH 06/29/2017 C /9 1 z r m B <70 C_ 1 A D =3X4(A1) 13 3'11'115 - I~1,4`8 I 6' I 44J1.8 -- -I 1'9'7 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in too L/defl U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.008 D 999 240 B 387 I- /182 1- /236 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.016 D 999 180 D 111 /- /71 /- I- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 D - - E 278 /109 /110 I- I- /3.1 EXP:B HORZ TL:0.017 D - - F 298 /113 /111 /- /- /1.5 Des Ld: 42.00 Mean Height:23.76 ft ( ) g Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf B Min Brg Width Req= 1.5 Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.389 BCDL:6.0 psf D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to hI2 TPI Std:2007 Max BC CSI: 0.232 RepFactors Used:Yes Max Web CSI: 0.000 E Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft F Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Bearings B,E,&F Fcperp=625psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Members not listed have forces less than 375# Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes Shim all supports to solid bearing. For use as a California end jack with top chord extension supported on overframed trusses at 24"o/c maximum spacing. Some bearings not shown. '�e�PROF� `SS � GtWE t 19575 7 s 0.129/2117 OREGON 1�1®;ry.®,�p19g��� Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shalt have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginsailed per BCSI sections 83,B7 or B10, Allaih- as applicable. AppTy plates to each face of truss and position as shown above and on the JoinfrDetails, unless noted otherwise. Refer to �P� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AAmN.okivANi truss in conformance with ANSI/IPI 1,or for handling",shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro essionai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/I-PI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27555 / T41 CAJA Cost:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1537.27437 Truss Label: JO3V CY / GWH 06/29/2017 D T 'I 12 - B Fi < o �- io .3X4(" C .00, B i .1 E' A GF 3X4(A1) 1----4'0"12 A 2'11'B3'0"8 44']r"�S I 1'9'7 H 1'a a 211"s } 6' 1b'V a Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.060 F 999 240 B 385 /- /182 /- /236 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.127 F 552 180 E 111 /- /72 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 G - - H 273 /106 /109 /- /- 11.5 EXP:B HORZ TL:0.042 G - - I 300 /114 /111 /- I- 11.5 Des Ld: 42.00 Mean Height:23.76 ft ( ) Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.350 E Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.233 H Min Brg Width Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.146 I Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Bearings B,H,&I Fcperp=625psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Members not listed have forces less than 375# Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4(*)except as noted. (")3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes /�ED PROFF Laterally brace bottom chord above filler with purlins ,''c� "-���Sj�� at24"OC. ;O� ,���G Falb vO ... Shim all supports to solid bearing. I s • ••1 19575 fir' For use as a California end jack with top chord r extension supported on overframed trusses / !i. at 24"o/c maximum spacing. 04/29/2117 Some bearings not shown. OREGON ' -I �n�al!n.20,,eb--0- Renews 6(30/2019 "'WARNING'`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, it\. as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. fzefer to �,�,� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ar✓mv€o ,S' truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ororesstonai engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27479 / T30 CAJA Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1524.59250 Truss Label: J04 CY / GWH 06/29/2017 c 12 9 En En A D 3X4(A1) dl 1'4"8- 6' I 3'10"15---j Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.008 D 999 240 g 387 /- /188 /- /195 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.016 D 999 180 D 111 /- /70 /- /- /1.5 BCDL: 10.00 Risk Category:ii Snow Duration:1.15 HORZ(LL): 0.009 D - - E 304 /114 /120 /- /- /3.1 EXP:B HORZ TL:0.017 D - - C 128 /48 /49 /- /- /1.5 Des Ld: 42.00 Mean Height:23.01 ft ( ) NCBCLL:10.00TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2012 Max TC CSI: 0.389 P D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.232 E Min Brg Width Req= Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 C Min Brg Width Req= 'S Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Bearings B&E Fcperp=625psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Members not listed have forces less than 375# Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes Shim all supports to solid bearing. For use as a California end jack with top chord extension supported on overframed trusses at 24"o/c maximum spacing. Some bearings not shown. �c�„eo PRQp. ‘4G1111E- /0 19575 A, 0.29/2117 OREGON Ls) oet 14,®L.20,19t , 9 sj.NSP Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Componentt Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide teporary (503)581-6787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to ��I drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the /;it,a0, truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of DrofessionaT engineerin responsibility solely for the design shown. The suifabiltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle • For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsefe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27563 / T24 CAJA Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1537.30470 Truss Label: J04V CY / GWH 06/29/2017 0 H n 12 I- 7- Z,, 7 m n r 9 m a, T ... ,0 3CX4 i...N B 1 I ' E 0 A " GF 304(A1) 012 I-1 4"8 I 2'11"8 I 3'D"8 I 3'10"15 A 2'11"8 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.059 F 999 240 B 385 /- /188 /- /195 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.126 F 556 180 E 111 /- /72 /- I- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.021 G - - H 299 /111 /119 1- I- /1.5 EXP:B HORZ TL:0.042 G - - D 130 /49 /50 I- I- /1.5 Des Ld: 42.00 Mean Height:23.01 ft ( ) 9 Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:4.2 psf B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code:IRC 2012 Max TC CSI: 0.350 E Min Brg Width Req Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.2331.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.146 H Min Brg Width Req= - P 9� D Min Brg Width Req= Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Bearings B&H Fcperp=625psi. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Members not listed have forces less than 375# Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4(")except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes -CEO PROFS Laterallybrace bottom chord above filler withpurlins '� % s at 24"OC. -' ��G 1 : i42 (.1 • Shim all supports to solid bearing. 7„_- 19575 r For use as a California end jack with top chord • , extension supported on overframed trusses (i!i- at 24"o/c maximum spacing. \ 0.4/29/2017 Some bearings not shown. OREGON "art.20 19st t Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,byTPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI._Unless noted oherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ��\ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to . drawings 160A-Z for standard plate positions. �� Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the tia;mv€aos.fi v truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of proTessionaT engineering responsibility solely for the esign shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27531 / T31 CAJA Gust:R435 JRet 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1524.33787 Truss Label: J05 CY / GWH 06/29/2017 C 6't2 l._E °' 12 io � t`7 _L all...1 .1111111111MINIMMU A =3X4(A1) F.--1'4'8 6' 6' "2 P -1713H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.006 D 999 240 B 368 /- /188 /- /156 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.013 D 999 180 D 110 I- /69 I- I- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - E 328 /115 /126 /- /- /3.1 EXP:B HORZ TL:0.013 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:22.26 ft ( ) B Min BrgWidth Req1.5 NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2012 Max TC CSI: 0.305 D Min Brg Width Req= p E Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.228 Bearings B&E Fcperp=625psi. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RTIPT:6(0)/5(0)/2(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. 19575 7 (' / ��r' I# 0./29/2117 in\ OREGON • ,460 1 n.20,199 ;�V" ,Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin, shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component S fety Information,by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary (503)581-8797 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,57 or 810, as applicable. Appy plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise_ hefer to drawings 160A-Z for standard plate positions. . LcjiiNg Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ak If truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is thepresponsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 1706104CIA Ply: 1 SEQN:27570 / T47 CAJA Cost:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1537.33870 Truss Label: JO5V CY / GWH 06/29/2017 D T T T8 12 9 7 _n ¢¢ Ali sliimmisme G F A 3X4(A1) 14"8 2'11"8 3'0"8 8 2'11"8 6' "8 1'9"7 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.048 F 999 240 B 364 /- /186 /- /156 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.120 F 583 180 E 109 /- /69 I- I- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.016 G - - H 330 /114 /127 /- I- /1.5 EXP:B HORZ TL:0.032 G - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:22.26 ft ( ) B Min BrgWidth R 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 eq= BldgCode: IRC 2012 Max TC CSI: 0.266 E Min Brg Width Req= Soffit: 2.00 BCDL:6.0 psf H Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.226 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.144 Bearings B&H Fcperp=625psi. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4(**)except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes .( O PROFE`sS/ Laterally brace bottom chord above filler with purlins C7 G 1 W F � Q, at 24"OC. %C� (4,v- 19575 0.x/29/2017 OREGON A46, ��.20, r'NA- Renews �: 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI anSBCA)fog safety practices prior to performing these functions. Installers shall provide temporary (503)581 8787 Eat bracing per BCSI.Unless noted o'ttherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI s ctions B3,B7 or B10, ,, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to �,-_��,� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Anil i ar,P-Afii truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of pro-fessionai engineering responsibility solely for the design shown. The suj btlrty 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27490 / T32 CAJA Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1524.19320 Truss Label: J06 CY / GWH 06/29/2017 C 12 9V Er)B 11 �— D A 3X4(A1) 6' H 1'4"8 6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed:120 mph Pf:17.5 Ce:1.0 VERT(LL):NA B 380 /- /198 /- /118 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA C 170 /57 /69 /- /- /1.5 BCDL: 10.00 Risk Category:I1 Snow Duration:1.15 HORZ(LL): 0.007 D - - D 110 I- /69 /- I- /1.5 EXP:B g HORZ TL:0.015 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.51 ft ( ) NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.360 C Min Brg Width Req= - D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.229 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=625psi. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver 17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 18001-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. � PRQF SS 19575 2y' R ., de ill. 0i/29/2117 OREGON 141,®L®1N9 �P Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and'SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-9797 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-talled per BCSI sections 63,B7 or B10, as applicable. Apply plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. LPI Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN tw€60AV truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or over page listing this drawing,indicates acceptance of pro-tesstonaT engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. . For more information see this job's general notes page and these web sites:ALPINE:wwW.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27594 / T44 CAJA Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1537.37453 Truss Label: JO6V CY / GWH 06/29/2017 D .1 12 9 7 in 03 4 B 1;1 • II � E =� G F A 3X4(A 1) Z11"8 3'0"8 1'4"8 AA"8 I 6' A Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.052 F 999 240 B 380 /- /198 /- /118 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.122 F 566 180 D 165 /55 /68 /- /- /1.5 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.019 G - - E 110 /- /70 /- /- /1.5 EXP:B HORZ TL:0.038 G - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.51 ft ( ) NCBCLL:10.00 g Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2012 Max TC CSI: 0.332 P E Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0,230 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.137 Bearing B Fcperp=625psi. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4(**)except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes �(���O PROF�Ss Laterally brace bottom chord above filler with purlins ��G E�� /O at 24"OC. 19575 v"P��, ` 0 /29/2.1117 k. OREGON \\I n.20,fg9 ro' Ld} W. Renews 6130(2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide teporary (503)581$787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propetly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq ins/ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise, Refer to 11--,PIN drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANi-mt.t P'AYYr truss in conformance with ANSI�PI 1,or for handling,shipping,installation and bracing of,trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27534 / T33 CAJA Gust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1524.03750 Truss Label: J07 CY 1 GWH 06/29/2017 3'10"15 3'10"15 C 12 9 7 cY B 4]0 r II =. D A 3X4(A1) 1 1'4"8 A 6' A A 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Lldefl LI# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph PI:17.5 Ce:1.0 VERT(LL): 0.003 D 999 240 B 318 r_ /179 /- 183 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.008 D 999 180 C 111 /33 /48 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 55 /- /65 /- I- /1.5 EXP:B HORZ TL:0.006 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.76 ft ( ) NCBCLL:10.00TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 C Min Brg Width Req - =psf Bldg Code: IRC 2012 Max TC CSI: 0.141 D Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.158 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=625psi. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)12(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. PRO " 19575 '' .. 0../29/21117 J: • OREGON 20,1 r93,- Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless rioted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ��� drawings 160A-Z for standard plate positions. t Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the a7rti�r€oiref truss in c4nf rmapce with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEAN:27587 / T43 CAJA Cost:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1537.39893 Truss Label: JO7V CY / GWH 06/29/2017 3'10"15 3'10"15 D .00°/ 9 1 E =� G F A 3X4(A1) '-1'4"8 1 2'11"8 3'0"8 2'11"8 . 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in lot L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.025 F 999 240 B 318 /- /178 /- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.098 F 460 180 D 110 /31 /49 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 G - - E 103 /- /64 /- /- /1.5 EXP:B g HORZ TL:0.016 G - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.76 ft ( ) NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.137 E Min Brg Width Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.200 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.051 Bearing B Fcperp=625psi. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4(**)except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. o PROF Additional Notes 01'- FS Laterally brace bottom chord above filler with purlins ic G 1 N F Si0 at 24"OC. C9, 19575 r , 0.129/2117 OREGON 9,QoL O w.N'" Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)kr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing pper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,87 or B10, as applicable. Apply plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the tiNrfWWr;,ft,Akt truss in conformance with ANSI//PI 1,or for handling,shipping,installation.and bracing of trussesAseal on this drawing or cover page listing this drawing,indicates acceptance of pro essionar engineering responsibility solely or the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsate.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEON:27546 / T37 CAJA Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1523.46760 Truss Label: J08 CY / GWH 06/29/2017 1'10"15 ° 1'10"15 C 112 co9 B !! rr A 3X4(A16') 14„8 1 A 6' ai Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.001 D 999 240 B 235 /23 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.003 D 999 180 C 36 /- /10 I- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - D 50 /- /31 /- /- /1.5 EXP:B HORZ TL:0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.01 ft ( ) B Min BrgWidth Req1.5 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 = TCDL:6. psf C Soffit: 2.00 BCDL:6.00 Min Brg Width Req= - psf Bldg Code: IRC 2012 Max TC CSI: 0.120 p Min Brg Width Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.102 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 Bearing B Fcperp=625psi. Loc.from endwall:Any FT/RT/PT:6(0)15(0)/2(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 68 plf at -1.37 to 68 plf at 1.91 BC-From 5 plf at -1.37 to 5 plf at 0.00 BC-From 10 plf at 0.00 to 10 plf at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. PRopS`S. co 4 195759 /-'--/ 0.129/2117 OREGON OL Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceilin . Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, 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 1. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ANtiWt:dsivANw truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of rotessionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSII PI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27540 / T36 CAJA Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1523.12863 Truss Label: J09 CY / GWH 06/29/2017 C` T. 12 co a, 9 7 B Lo 4-100) FA N OM-Till D A 3X4(A1) - 1'4„8 �� 2' i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L./defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.002 D 999 240 B 237 /13 /129 /- /50 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.005 D 999 180 C 39 /3 /37 I- I- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ TL:0.003 D - - B Min Brg Width Req= 1.5 ( ) Mean Height:20.01 ft Code!Misc Criteria CreepFactor:1.5 C Min Brg Width Req= - NCBCLL:10.00 TCDL:4.2 psf Bearing B Fcperp=625psi. Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.109 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.073 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. �c. GINI /% F 0� 19575 2 06/29/2017 OREGON I `an.20,19g0 Q" R®L D W N� Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to Lim- l'drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ahad..oMvi 0 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of nro-fesstonaT engineenn responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27543 1 T35 CAJA Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180:17.1523.25897 Truss Label: J10 CY / GWH 06/29/2017 C —r- 12 9 cn r" r� c2 B 4"1 0 10" N ►� ►� D A 3X4(A1) 1'4"8 2 1'10"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.038 D 999 240 B 290 /4 /146 /- /83 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.106 D 426 180 C 114 /36 /47 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 D - - Wind reactions based on MWFRS EXP:B HORZ TL:0.007 D - - B Min Br Width Re 1.5 Des Ld: 42.00 Mean Height:20.76 ft ( ) g q NCBCLL:10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 C Min Brg Width Req= Soffit: 2.00 BCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.150 Bearing B Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TP1 Std: 2007 Max BC CSI: 0.073 RepFactors Used:Yes Max Web CSI:0.000 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. PRO/c�ss O�� 19575 ,;1., F Agg 0./29/2 17 OREGON 17,6. 9 NSP Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. F7efer to LP) drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of tn.issesA eal on this drawing or cover page.. listing this drawing,indicates acceptance of pro essionar engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104C1A Ply: 1 SEQN:27496/ T55 MONO Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1535.32790 Truss Label: M01 CY / GWH 06/29/2017 03X76 11 12 d•••••• 9 7 o o_ ;4- A A 4:e % jlll �, - .. D C ///3X5 III 1.5X4 3X4(A1) 3'2"3 2'9"13 J k- 3'2••3 I- 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria a Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.012 D 999 240 A 978 /63 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.024 D 999 180 C 1394 /76 /- /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - Wind reactions based on MWFRS EXP:B ) Des Ld: 42.00 HORZTL 0.015 D - - A Min Brg Width Req= 1.5 • HORZ(TL): Mean Height:22.06 ft NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 C Min Brg Width Req= - Soffit: 2.00BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.480 Bearing A Fcperp=625psi. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.725 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.600 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RTIPT:6(0)/5(0)/2(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 A-B 64-1021 Lumber Topchord 2x4 DFL 1800f 1.8E Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard A-D 715 -23 Special Loads Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC-From 68 plf at 0.00 to 68 plf at 6.00 BC-From 10 plf at 0.00 to 10 plf at 6.00 D-B 1359 -44 B-C 66 -793 BC- 636 lb Conc.Load at 1.73,3.73,5.73 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. /¢ep PROF S 70 �-19575 -��`�� � ` ,,/ . I 0./29/2117 \. \' OREGON \`YANN`an.20,i99��,�" ®L® W. Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503 581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. kefer to �a=,� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the ,;R ofi,A truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;1CC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27504/ T58 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 5 FROM: DrwNo: 180.17.1535.53687 Truss Label: P801 CY / GWH 06/29/2017 110"8 510"8 9'10"8 11'9" 1'10"8 4' f 4' f 1'10"8 •{ =4X4 C T 1241111\•401 9 N 1111.5X B w3X4(D1) i3X4(D1) E 3- I H I ""G J .1.F .,. 1111.5X4 1111.5X4 III 1.5X4 1-l'10"8 1- 2' A 2' i 2' A 2' 1 1'10"8 8---j 1'10"8 4' 4' 1'10"8 1'10"8 5'10"8 I 9'10"8 ! 11'9" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U I Rw /Rh I RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.001 C 999 240 A 48 /25 /66 I- /76 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 C 999 180 H 310 /120 /150 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - I 82 /- /51 I- I- /3.5 EXP:B Des Ld: 42.00 HORZ( )TL:0.001 F - - G 207 I- /108 I- I- /3.5 Mean Height:32.65 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 J 82 /- /52 /- /- /3.5 TCDL:4.2 psf F 310 /120 /147 /- /- 13.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.148 E 48 /8 /50 /- / /3.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.024 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.050 Ain Mln Brg Width Req oneactions based MWSFRS Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) H Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): I Min Brg Width Req= 1.5 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 G Min Brg Width Req= 1.5 Lumber J Min Brg Width Req= 1.5 Top chord 2x4 DF-L 1800f-1.8E F Min Brg Width Req= 1.5 Bot chord 2x4 DF-L 1800f-1.8E E Min Brg Width Req= 1.5 Webs 2x4 DF-L Standard Bearings A&E Fcperp=565psi. Bearings H,I,G,J,&F Fcperp=625psi. Loading Bottom chord checked for 10.00 psf non-concurrent Members not listed have forces less than 375# bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes Refer to DWG PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24"o/c max.Align upper and lower trusses and support upper truss on the purlins. PRP_., : G1 � qC? 1ch � ,. , Ir .ori►.-' ' I`/29/2017 n OREGON Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Payton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall pr vide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, , as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. w_LPI Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for army deviation from this drawing,any failure to build the ANrhk€or as r truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesAeat on this drawing or cover e or listing this drawing,indicates acceptance of oiessional engineerm responsibility solely fpagor the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27507 / T39 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 1 FROM: DrwNo: 180.17.1536.00470 Truss Label: PB02 CY / GWH 06/29/2017 , 1'10"8 4'5"12 510"8 7'3"4 910"8 , 11'9" I "1108 274 1'4"12 1412 274 1108 3X4(**) C1111.D 4 =3X4(*) T 12 Ef 9 Fr) )5X4NS D1) 3XA. U u . - -era 1 J "K l 'L H 1111.5X4 III 1.5X4 III 1.5X4 A-110"8 -A, 2' -A 2' A 2' A 2' A 110"8 8---A 110"84' 4' 1'10"8 1'10"8 I 5'10"8 9'10"8 11'9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L1# Loc R /U 1 Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.007 C 999 240 A 128 /5 /68 /- 156 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.022 C 999 180 J 262 /70 /135 /- 1- 13.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - K 81 /- /51 /- I- /3.5 EXP:B HORZ TL:0.015 D - - I 182 /22 /77 I- I- /3.5 Des Ld: 42.00 Mean Height:32.13 ft ( ) L 81 / /51 I I /3.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf H 262 /70 /129 /- /- /3.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.105 G 128 11 /60 1- 1- /3Z Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.037 Wind reactions based on MWFRS Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.026 A Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) J Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): K Min Brg Width Req= 1.5 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 I Min Brg Width Req= 1.5 Lumber L Min Brg Width Req= 1.5 Top chord 2x4 DFL 1800f 1.8E H Min Brg Width Req= 1.5 G Min Brg Width Req= 1.5 Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Bearings A&0 Fcperp=565psi. Bearings J,K,I,L,&H Fcperp=625psi. Plating Notes (**)2 plate(s)require special positioning.Refer to Members not listed have forces less than 375# scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind O Member design based on both MWFRS and C&C. # ---_-- CS` Additional Notes .•. j'� -�G,l EF ,SAO , Refer to DWG PB160101014 for piggyback details. % 19575 '� Brace top chord of support truss with 2X4 purlins / 1 'r'' spaced 24"o/c max.Align upper and lower trusses . and support upper truss on the purlins. d! '"�+ 1, 0.129/2017 \, OREGON '/ �an 2o,197..--- v --- Renews 6/30i2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCS(.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ,, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ,� drawings 160A-Z for standard plate positions. �J Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the • AC owicAM truss in conformance with ANSIITPI 1, or for handling,shipping,installation and braci ''ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-tessiPonalq engineering responsibility solely for the design shown. The suitability 8351 Rosana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento.CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27510/ T59 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1536.08963 Truss Label: PB03 CY / GWH 06/29/2017 1'10'84' 5'10"8 7'9" 9'10"8 11'9" 1'10"8 I 2'1"8 1'10"8 I 1'10"8 I 2'1"8 1'10"8 T -3X4C(**) 1111.50X4 =3X4(") 12 /i 9 .5X4 1111.5X4 1111 --E2 B F m =3X4(01) 1 II - 3X4(D1) A. 0 Q 0 .G -eqa J K l L H III 1.5X4 1111.5X4 III 1.5X4 A-1'10"8 A 2' A- 2' -A 2' A 2' A 1'10"8--A 1'10^8 , 4' 4' 1'10'8 ', 1'10 8 5'10"8 9'10"8 11'9 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria b.Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.007 C 999 240 A 133 /6 /63 /- /49 /3.5 BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.023 C 999 180 J 250 /59 /126 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - K 80 !- /51 /- /- /3.5 EXP:B HORZ(TL):0.016 D - - I 212 /35 /79 /- /- /3.5 Des Ld: 42.00 Mean Height:31.95 ft ( ) L 80 / /51 / / /3.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.098 H 250 /59 /121 / / /3.5 p G 154 /3 /57 I- /- 13.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TP1 Std: 2007 Max BC CSI: 0.040 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.027 Wind reactions based on MWFRS p g A Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) J Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): K Min Brg Width Req= 1.5 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 I Min Brg Width Req= 1.5 Lumber L Min Brg Width Req= 1.5 Top chord 2x4 DF-L 1800f-1.8E H Min Brg Width Req= 1.5 Bot chord 2x4 DF-L 1800f-1.8E 0 Min Brg Width Req= 1.5 Webs 2x4 DF-L Standard Bearings A,J,K,I,L,H,&G F cperp=625psi. Plating Notes (*")2 plate(s)require special positioning.Refer to Members not listed have forces less than 375# scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC@24"OC. ��� Wind co PROF' Member design based on both MWFRS and C&C. �(cc� -.__\FSS Additional Notes ���-�G F���'' Refer to DWG PB160101014 for piggyback details. / 19575 \ Brace top chord of support truss with 2X4 purlins I,' / `,5;111'1 spaced 24"o/c max.Align upper and lower trusses / i and support upper truss on the purlins. a/` ii, 0.129/2117 / / OREGON 1�1'V�n 20 197. !�, �T, `pa �Ri Renews 613012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)fsaferctices prior to perfoing these functions. Installers shall provide temporary (503)581-8787 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a prope y attachd rigid.ceiling. Locations shown forermanent lateral restraint of webs shall have bracinginstilled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI drawings 160A-Z for standard plate positions. w Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A+imv€o�isnw�r truss in conformance with ANSIJTPI 1, or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawingg indicates acceptance of proTessionar engineeringresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle • For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27513/ T56 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1536.18077 Truss Label: PB04 CY / GWH 06/29/2017 2' 5'10"8 9'9" 11'9" 2' �� 3'10"8 I 3'10"8 ' 2' n 12 -4X4 9 V B 1111.5X4 C ---4X4 D T - 3X4(D1) 3X4(D1) / Q in H I G • E J 31F III 1.5X4 III 1.5X4 III 1.5X4 A 1'10"8 A 2' A 2' * 2' A 2' A -1'10"8 2' 3'10"8 3'10"8 2' H2' + 5'10"8 + 9'9" + 11,9" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.001 F 999 240 A 52 /0 /29 /- /21 /3.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.002 F 999 180 H 233 /37 /99 /- /- /3.5 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL): 0.000 H - - I 81 /- /52 /- /- /3.5 Des Ld: 42.00 EXP:B HORZ(TL):0.001 H - - G 366 /88 /97 /- /- /3.5 Mean Height:31.20 ft J 81 /- /52 /- /- /3.5 NCBCLL:10.00 TCDL:4.2sf Code/Misc Criteria Creep Factor:1.5 p BldgCode: IRC 2012 Max TC CSI: 0.158 F 233 /37 /93 I- /- /3.5 Soffit: 2.00 BCDL:6.0 psf P E 52 /0 /29 ! / /3.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 Wind reactions based on MWFRS Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.046 A Min Brg Width Req= 1.5 Loc.from endwall:Any FT/RT/PT:6(0)15(0)/2(0) H Min Brg Width Req= 1.5 GCpi:0.18 Plate Type(s): I Min Brg Width Req= 1.5 Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 G Min Brg Width Req= 1.5 Lumber J Min Brg Width Req= 1.5 Top chord 2x4 DFL 1800f 1.8E F Min Brg Width Req= 1.5 E Min Brg Width Req= 1.5 Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Bearings A&E Fcperp=565psi. Bearings H,I,G,J,&F Fcperp=625psi. Loading Bottom chord checked for 10.00 psf non-concurrent Members not listed have forces less than 375# bottom chord live load applied per IRC-12 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. Wind Member design based on both MWFRS and C&C. Additional Notes Refer to DWG PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins �Ft�O PROF�S' spaced 24"o/c max.Align upper and lower trusses ,---------- S,\ and support upper truss on the purlins. So �G 1 IV e�\. O 19575 IP' �r /F- % r 1_ \ 0+129/2017 �\ OREGON '�;/ 1tNn.20,e70:' ®LOW-le, Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingDayton OR 97114 Component Safety Information,by TPI and SBCA)fr safety practices prior to perforing these functions. Installers shall provide temporary (503)581-8787 Ext bracingper BCSI.Unless noted o-therwise,top chord shall have property attached structural sheathing and bottom chord shall have a prope y attachd rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3,B7 or B10, as applicable. Apply lates to each face ofptruss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to , drawings 160A-Z for standard plate positions. J[i Alpine,a division of ITW Buildingg_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the riNIN/.c Nvkr.N truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of roessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27516/ T60 COMN Cust:R435 JRef: 1W224350022 Greensward Qty: 11 FROM: DrwNo: 180.17.1536.24307 Truss Label: PB05 CY / GWH 06/29/2017 I" 2' I' 2' 12 7---4X4 B9 T /1 =3X4(D1) ,r =3X4(D1) illy ■ IIMI► ii OM ICAO IMI III 1.5X4 1 2' 1 2' 1 2' 2' 2' -I-- 4, "I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:it PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.001 D 999 240 A 52 I- /25 1- /21 /3.5 BCLL: 0.00 Endosure:Closed Lu: - Cs:not used VERT(TL): 0.002 D 999 180 D 211 /27 /100 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 D - - C 52 /- /28 /- /- /3.5 EXP:B HORZ TL:0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:30.45 ft ( ) NCBCLL:10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 A Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.029 D Min Brg Width Req= 1.5C Min Brg Width Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSi: 0.020 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.016 Bearings A&C Fcperp=565psi. P 9 Bearing D Fcperp=625psi. Loc.from endwall:Any FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Member design based on both MWFRS and C&C. Additional Notes Refer to DWG PB160101014 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24"o/c max.Align upper and lower trusses and support upper truss on the purlins. dc PRpFFss (.3' G t 4 /p F 19575 2 r ' OP.r 0..29/2117 OREGON rs 7 I I.van.20,199qQ` )Lo w.N` Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to � �' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANtfW€fii<,iaafN truss in conformance with PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page . listing this drawing,indicates acceptance of prdfessionai engineering responsibility solely for the design shown. The suiiabiltty 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27858 / T34 SPEC Oust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1536.35870 Truss Label: R01 CY / GWH 06/29/2017 1'11"5 10'5"2 110 3 217'7 1'11"5 I 8'5"13 I TI 107'3 i E I 12 $3X4 6,36 03X4 0 C g2X4 C, q t.sxa 81.5X4 82X4 6 ''' A F'' 03X4 I--1'11"5 A 87'5 A 57'12 5'5' 'I I 2177 I 2177 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria 4 Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.0 CAT:II PP Deflection in foc Udefl U# Loc R /U /Rw /Rh /RL /W TOOL: 7.00 Speed: 120 mph Pf:17.5 Ce:1.0 VERT(LL): 0.062 B 999 240 F 139 /15 /- 1- I- /7.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.093 B 999 180 G 360 /145 /- /- /- /3.0 BCDL: 0.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.036 C - - H 6 /176 /11 /- /- /2.1 EXP:B HORZ TL:0.055 C - - E 5 /41 /3 /- /- /1.5 Des Ld: 32.00 Mean Height:24.51 ft ( ) NCBCLL:0.00 g Wind reactions based on MWFRS TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.317 G Min Brg Width Reg= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.000 H Min Brg Width Req= 1.5 Spacing:0.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.000 E Min Brg Width Req= - Loc.from endwall:Any FTIRT/PT:6(0)/5(0)/2(0) Bearing F is a rigid surface. GCpi:0.18 Plate Type(s): Bearings G&H Fcperp=625psi. Wind Duration:1.60 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Members not listed have forces less than 375# Top chord 2x4 DFL 1800f 1.8E Maximum Top Chord Forces Per Ply(lbs) Bot chord Chords Tens.Comp. G-C 377 -306 Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC-From 1 plf at -1.94 to 1 plf at 9.07 TC-From 1 plf at 9.07 to 1 plf at 19.67 TC- 76 lb Conc.Load at 2.81 TC- 114 lb Conc.Load at 5.47 TC- 111 lb Conc.Load at 5.68 TC- 170 lb Conc.Load at 8.47 Wind Wind loads and reactions based on MWFRS. Additional Notes WARNING:WIND DL GREATER THAN NON-WIND DESIGN DL. EU PROFF Shim all supports to solid bearing. ��� ss\ For use as a California hip ridge jack with top /c9 �G 1 N F� .'G chord extension supported on hip trusses C? !G 41 at 24"o/c.End jack rafters supported on 19575 �� all hip trusses at 24"o/c f' , , j 0:29/2117 .. ` OREGON ��'R-2o,199 „�' Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)Pi-safety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinfg installed per BCSI sections B3,B7 or B10, as applicab-le. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to �._,� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A rrik::6Sei sr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prdfessionar engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1706104CIA Ply: 1 SEQN:27501 / T17 GABL Cust:R435 JRef: 1W224350022 Greensward Qty: 2 FROM: DrwNo: 180.17.1537.05390 Truss Label: XG CY / GWH 06/29/2017 i 510'4 _! 11'8"8 010"4 5'10"1 I'—'1'10"4—^-i+—1'10'4—+I I----2'--I =4X4 (l OP) 0 — !.1 12 III 1 11 E 5 AAAi ik G ®3X4(01) .3X4(01) i 11'8'8 i l 11'1'8 I 11'8"1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Loc R /U /Rw I Rh /RL /W TCDL: 7.00 Speed:0 mph Pf:17.5 Ce: - VERT(LL): 0.001 E 999 240 A* 102 /- /- /- /- /140 BOLL: 0.00 Enclosure:Open Lu: - Cs: - VERT TL: 0.002 E 999 180 ( ) Wind reactions based on MWFRS BCDL: 10.00 Risk Category: Snow Duration: - HORZ(LL):-0.001 E - - A Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:0.00 ft HORZ(TL):0.001 E - - Bearing A is a rigid surface. NCBCLL:10,00 TCDL:0,0 psf Code 1 Misc Criteria Creep Factor:2.0 Soffit: 2.00 BCDL:0.0 psf Bldg Code: IBC 2015 Max TC CSI: 0.055 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.027 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.024 Loc.from endwall:NA FT/RT/PT:6(0)/5(0)/2(0) GCpi:0.00 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:17.01.00E.0525.17 Lumber Top chord 2x4 DF-L 1800f-1.8E Bot chord 2x4 DF-L 1800f-1.8E Webs 2x4 DF-L Standard Plating Notes All plates are 1.5X4 except as noted. This"Hip frame"may be used in place of purlins to brace the hip plane of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. so PROp- -N • /4,¢���FSS\\\ /G ( 19575 ir t—\ 0+29/21 17 OREGON 1 1 \\20,199,.E �, -70L ------1 Renews 6/30/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Oregon Truss *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 17900 SE Wallace Rd. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Dayton OR 97114 Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)581-8787 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, , as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to a drawings 160A-Z for standard plate positions. Al C� N Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nr4liwrniw truss in conformance with ANSI/-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pace listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suit-ability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Piggyback Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1.00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp C, Wind DL" 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg. located anywhere in roof, Exp D, wind DL= 5A psf (min), Kat=1.0. Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purUns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c. detail is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut loads. ■x Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Detail A : Purlin Spacing = 24" ac, or less Piggyback cap truss slant nailed to all top chord 12 purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab Up to 12/ (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. 4' 4' Attach pu lin bracing to the flat' top chord ..�.;,' '•. '• using (2) 16d box nulls (0.135'x35). ••'•••••;• rUn Spacing °•`••'"•••. with etThe her of the chord #3 grade foll wing, (1) 3X8 T Trulox replaced ' \ / 24' o.c. max plate attached with (8) 0.120'x1.375' nails, (4) into cap TC & (4) into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'x1.375' nails. Note' Nailing thru holes of -Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable. ends and at 24' Max o.c. spacing In between. Detail B Purlin Spacing > 24" o,c, ■with addition,nf provide connection one of the following methods, Piggyback cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box nails (0.135'x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3X10 Trulox !Antes for 2x6 and larger chord attached with 2 rows of lOd box nails (0128'x3') nt 4' o.c. members. Attach to each face 13 8' o.c. with (4) 0.120'x1.375° nails Into cap bottom chord and (4) Attach purlin bracing to the flat top chord in base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0.135'x3.5'). staggered 4' ac. front to back faces. Up to 12/ APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach 2 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets ;IA 4'0000101 4' nay be staggered 4' o.c. front to back faces. •.f... ® ..... `•. 2x4 Vertical Scabs ,..°''! a� ��''•;, 2x4 SPF #2, full chord depth scabs (each face). .•'" \r1 ��'�'.4'''•.•,... •. Attach 2 8' o.c. with C6) lOd box nails (0.128'x3') �'• "•,• per scab, (3) in cap bottom chord and (3) In ..:.4 N \ •� 4n oec.frontop backdfaceabs may be staggered Purlin Spacing > s. 28PB Wave Piggyback Plate 24' o.c. max One 28PB wave piggyback plate to each face Fullae 8' o. Attachteeth to back at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at fabricavtlon. Aach to supplhlg truss wth both ends, urlin spacing > 24' o.c, <4) 0.120'x1.375' nails per face per ply. Depth p p gPiggyback plates may be staggered 4' o.c. front Note, If purlins or sheathing are not specified on the flat top of the base EQ PRop- to back faces. truss, purlins must be installed at 24' o.c. max. and use Detail A. 'c# FSS naIARlm+lIe.REM MD FOLUN ALL 15155 III nes DRAWING CO G N F <O REF PIGGYBACK issINPOitTONTits FURNISH 1155 DRAWING To ALL CIDITRACTURS INCLUDING THE DISTALLERS, 0 �V � 2 Trusses rete extreme care In fabricating,handling, ping,Installing and bracing. Refer to and 19575 DATE 10/01/14 ^ follow the latest edtlon of DCSI Chilling Component Safety Inforwastlon,by TPI and SDCA)for safety r- / \ =Toted to performing these functions. Installers shall provide tenpor nr bradna per BCSI. �r'1 s�� noted ather.bze,top chord shall have property attndned structural Shen and bottom a D R W G P B 16 0101014 shod have a properly attached rldd�locatbns shown for permanent lateral restraint of webs o_ shall have 6tstalled per SCSI B3,57 or 810.ns ApelY plates to eadn face ALDN E of er to ordwtiwi os shown above and on the.blit Details, ted otherdse. 06 29/20 7 Refer to dra i6oA-z for stonalord plate posrao% ^ OREGON Alpine,a division of ITV Cawpanerrts Group Inc shall not be responsible for an deviation Fran GI AN n W GDMPYINY the drawing,any fallnre to build the truss in confornance with ANSI/TPI 1,or for handling,shipping, .ef Installation L bradrg of trusses. T , vane 20,199 !Q` A seal on this dradMg or cover pope ding thbr drawing,Indicates acceptance of professional ,T V ssi far i1r shoes The sultaMIty lied us.of this drawing ®C® w N 13389 Lakefront Drive for�Y Y � r per ANST/iPI 1 SeeB Y� Earth City,MO 63045 For more Infos-nation see this Job's general notes ppangpee and these web sites SPACING 24,0' ALPINE'wewalp►rohtw.eawl TPD wew.tpinstargl SBCAi www.deddetry.orgl ICC.weelccsafs,org nt,r.,F,,„s613nOnir E Hip Frame Details Hip Frame W4X4, Min. B _ Common FP. '~'-- Tr saes �-` a,. WLSX3 �� , TyP. ,�, ,/o ;, , ,N, Stepped Hip �/� o 1 1, 1, N� System Trusses 2x4 Chords 2x4 Purlins / 1 1 1 ,IIN 1 `��� 1 Hip back En ' _A1i1i1iiIiIiI _ t , Pitched and Sheathed \ Chord Area Hip FramexE mot 1` ,.� / B Bottom Chord W3X4, Min. o- Attach hip frame to flat chords of stepped hips at ail overlapping points with 2-10d (0.148'x3°) W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with lOd common (0,148°x3') ,_.-AILKA nails @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of , - B- Hip Frame Jacks to maintain pitch continuity. Section B B Hip frame lumber is SPF, So, Pine, HF, - or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2" to fit, - - - r purlins must be intact and properly attached Setback — Stepped Hip System Trusses Use this detail for: ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where Indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, Structural •anels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hip¢e �j•, ins, prr' stie BEAD Cam FQLLC!!ALL tams Rb TICS HRAIMOil 1-�dTA0ff F T) �aW31 To Al.L r i� nCCLIJI G TI IterA It. — 19575 �` ` REF HIP FRAME Treditiono1nfttng, h�, !ttr�p ci�, erto and A follow the latest sillier+of HCSI CHa�dhg Coep nrcnt Safat i L�fornn by 1PI n�rwl SgCA>far safety ; \ , DATE 10/01/14 pr elks%priortoporforwtngIr erly rsShou pravgb per HCaI.Unl°crsu noted of ,tap chard alma have property attached structural a ' Oa erottna Cord Ii J'. D R W G H I P F R A M E 1014 q shall have a property attached rid ceilb . Locntlons sheen for permanent lateral restraint of webs \ ,, shalt have bra tnsbouod per BM sections 33,H7 or 310,as Apo!yy plates to encs,face 0.29/2017 A I PONE of tr use and as shoe+above and on the Joint aatalls,=Me. otherelse, ■� Refer to�a�160A-z far standord pinto po ne V OREGON G� • eb v Aipbq,n division of ITV&dtam Cents Group Inc.shall not be responsible for deviation frau .ry AN MN COMRA Y installationdruntno,any failure dng of to the truss in conformance cclth ANSI/TPI 1,or for F g,slipping, ,Y/Q�.20,19 ' �' A seal an tido drecng or cover this dr�atng,indtatoa acceptance of prate clonal �'0L D �p�. er=9]h!y soler d�fi shoc Ths ver per ty and use of cods dS^nv" iu tl tl` 13389 Lakefront Drive hs tt?te iT�a 8tltg Ra�pjsar peRRSI/TPI I SacE Earth City,Mo 63045 For ecoY a hifarriatlan sae thin Job's genera!notes and these web sltem rzv,.^ws G13n�n to ALPINES van olte.cowl TPI+vve.t�nskorgi SHCA wv.�,rn'gt ICC.eealccsafearg Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or. 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 100 riph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace a (2) 2x4 'L' Brace ■*(1) 2x6 'L' Brace is (2) 2x6 'L' Brace as Bracing Group Species and Grades. Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At S - Spruce-Pine-Fir Hen-Fir #1 / #2 4' 7' 7' 10' 4' 4' 7' 2' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' ill / #2 Standard #2 Stud U S #3 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard CD • O 1�r Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' S' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HF l r Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewaw Q) #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' *3 #3 -J SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud StStandard Standard #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' (U DFL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' d Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group Bl U_ #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir - S P rc #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 8. Btr L U HF Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' *1 HF l Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' D. alas Fir-Larchiiiirgiliiiii Souther#n1 Pineeia SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' QJ D F L 1x4 Braces shall be SRB (Stress-Rated Board). Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' saaFor 1x4 So. Pine use onlyIndustrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B SPF #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. C5 _ S P r #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' , Gable Truss Detail Notes' u' U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. HF r Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over x 0 01 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing(5 psf TC Dead Load). d SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang,or 12' plywood overhang. (---1 DPL Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' � t Attach 'L' braces with 10d (0.128'x3.0' min) nails, 31( For (1) 'L'brace. space nails at 2' o.c. I,Gable Truss I „ In 18' end zones and 4' o.c.between zones. option!Diagonal brace torn **For (2) 'L'braces. space nails at 3' o.c. vertical length may be _ r, a Tr In 18'end zones and 6' o.c.between zones. doubled when diagonal 18' BE 11J 14, 'L' bracing must be a minimum of BOY,of web brace Is used. Connect L : 4 member length diagonal brace for 365# 'L' r at each end. Max web Brice I 440 Gable Vertical Plate Sizes total length Is 14', ---�_ NE11( a Vertical Length No Splice 2x4 -L *2 or r' Less than 4' 0' 1X4 or 2X3 7,7 ■ Greater than 4' 0', but better diagonal r r 2X4 Vertical length shown brace) single 18' ; less than 11 6' In table above. or double cut Greater than 11' 6' 3X4 45 Cas shown) atL 1id n 1 $ H + Refer to cannon truss design for iupper end lJ I : peak,splice, and heel plates. ntinuous Bearing Refer to the Build Designer for conditions Connect diagona at / / / / ' 1 13.0 / midpoint of vertical web. \!\ � N4-... Refer to chart above for ri. IS'- ..th, not addressed by this detail. waiVARNINSIss READ�F TO ALL TS=LURING DIE A 0, v- 19575 N FFt� '0 REF ASCE7-10—GABI2030 601141PORTANTIIN FURNISH THIS Trusses regn6re extreme care In fabricating,handing, and Refer to and r 2 shipping, TPI and A)fa,safety fir''�1 DATE 10/01/14 follow the latest edition of SCSI CB,i*r Component Safety Ind by SOCA) _ prior to performing those fmnctlans. Installers shall provide �p per SCSL , 'Ce'mnoted aaxreise,tap lard,tido have properly attached struct.:alshenmmd bottom d,ord DRWG A12030ENC101014 shun have a properly attached rigid oeAhp Locations shown for permanent laterai restraint of webs 141111111h9/20 ' �. .,„. IN shall have hwbnUed per HLSI sectfans S3.B7 or S10,as o�1McNf. Appy plates to each face of truss and as shown above and an the.1.mt ''''' s,urdesa rated otMrwlsa. 0.24/20 ALPO Refer to drawings far standard plate positions. OREGON Alpine,a division of ITV Buillim Components group Inc.shall not be responsible for any deviation from AN l'IWCOMPANY this drawing. u the optruss In conformance with ANSIFIPI L or for handling,thpobv, i `ceptanf:of professional "? a, 20,199 �Q, MAX, TOT. LD. 60 PSF Installation I.bradno of trusses A seat on this dra.hg cover far tmr�sfiowrrr Wino this Thea B y Indicates o f this I" Or 13389 Lakefront Drive for whit oP time> Dir Per ANSI/7PI 1 Secs I.0 W Earth City,MO 63045 For more information see this Job's general notes page and these web sites. MAX, SPACING 24.0' ALPINE.wwr.alpheltw.cowi TPD www.tpinst.orgi MBCA www. ^yogi ICO www.lccsafe.org Rv.,N-ws 6/3nr211r4 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6° - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6° to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top' Continuous roof sheathing Batt Continuous ceiling diaphragm H Greater than 7'6' to 12'0' maxi provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails' 10d box or gun (0,128°x3°,min) nails, to stiffback with 10d box or gun (0.128' x 3°, min,) nails @ 6' o,c, I f li. ••. .N! I1 .0000puilis44p 2X4 Blocking . nailed to a* 450 sheathing and 24• Max H-- each truss CTyp) . ilk Wit 4,...71-- H .. .. .. .. .. 2X4 DF-L #2 H/2 or better 4 diagonal brace, Attach each end 7 4 for 560#, _ r �� _k ontinuous Bearing , , — 2x6 #2 Stif f back attached to each Stud w/ (4) 10d box or gun (0,123° X 3', min,) nails. �Fteo PROP - sae AND FULLC AIL'mTEx a„THIS nRAa % r F a REF GE WHALER r l DRSTA 1132 Fl OS DRAW 1U ALL I TUTIS UWE THE INSTALLERS. Trusses require extrene care h fabricating,handling,�trv, and�a�, Refer to and / ,CI ^ 19575 `, p ^^ follav the latest edition of BCSI Bunning Cassonont Safety Infarnatlon, TPI wwI RICA)for safety i'l' ; r' DATE 10/01/14 A practkea Pd'or to af0e,t p those functtve Installers shad provide toeaporar braand par BCSL , , i i lkdesat rrot¢d o#aardse,top chord shad have propaNy attached siructvrol sFevn and awrd DRWG G A B R S T 101014 v shall have a properly attad�ad rri�ldd cellbg, Locations sheen far permanant Lateral restraint of vets / shall have hrn b�stnllad par BCSI sectlans 83,B7 ar 810.ns e. Apply pintas to nodi face 1 ONE of truss ane as sheen above and on the.Jan't petals,Emla noted athvrviso \ 06 2,'/20 7 �l'1J�•� Refer to�aa�lsoA-z fru standard plata positions OREGON a/ AN Atplra,a dh • of Nob 8r�ld Ca ws I Inc'boll not W raspan rf g«.2 d—"7,,frog an19c3-- MAX, TOT, L D 6 0 P S F �, Installation& of Wises.tfi¢truss b+ arpnnce vith AJ�I/TPI 1,or Por ng,sh�plrg, Y \ 20, Ly, A anal an t0�dragy or cover pogo Ustbg th1t&l g.b t catas a place of proPosslanal �p� i — for ra ty src.olely far Naha desstAn�roara The Bulidng sdOob lltyAanti LPI i Ser-2. � \ O L® J • 13389 Lakefront Drive ' �a Earth City,MO 63045 For Wore b,fornatlon sea this nib's general notes and theme set sites, RP.,Pws6l3ni2ni4 MAX. SPACING ALPI4D eeealpbtolta,caal TPI.vaa.tptnetargl SBC 4 aaa�y.org!ICC.sseJccsafsong Gable Detail For Let-in Verticals Gable Truss Plate Sizes Ab4 © Refer -to appropriate Alpine gable detail for minimum plate sizes for vertical studs. ©Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a © single plate that covers the total area of the overlapped plates to span the web. ' Game © ver Example, 2X4 © 4 lengthid t . 12X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing , • Nember Member : /' 0 • CO Toe-Hall - Ike - XEnd-Hain a + i a a N i D 'o- 9 >1]' ►1 11 OTo convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails' Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',m1n) Nails at 4' o.c. plus length Is 14' from -top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Rigid Toenalled Nails' specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ °T' Bracer 4 Nall' X X (4) toenails in the top and bottom chords. 'T' Reinf. 'T' 'T, This detail to be used with -the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing\ wind load. 2x4 30 Y. Member ASCE 7-05 Gable Detail Drawings Examples 2x6 20 "/. A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Vlnd Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 GableTruss N. Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' O.C. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20O15PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nail i R t Ceiling ,��EO PROF'% waMARiIDl�READ ANO FDI.LAV ALL NOTES Oil THIS DRAWING �10 G i K1 F �O REF LET—IN VERT lioDRIRTANTImil FURNISH THLS DRAWING TO ALL Trusses extreme care fabricating,handling,shipping, TiE DIST Refer to and �� 19575 �ir follow the latest edition of SCSI Making Component Safety Information,by TPI A)for safwty DATE 10/01/14 p� prior to perforMog those flax tions. InstaU.rs shall provide't per BCSL Urdes �natwd otherwise•top chord shall have properly attached t r +°e► bottom chord DR W G GBLLE TIN1014 shall have a properly attached rigid Locations shown for permanent lateral restraint of webs f /� .1111 Q PAshall have bra hwtnued per DOM 57 or&G,as appQknbla. Apply plates to each face of truss and as shown above and on the.lobrt Details,nodes noted otlserwlse. 06 9/20 7 Refer to dra 160A-Z far standard plate positions. Alpine,a dhrWon of ITV Dulling Components Group Inc.shalt not be respanemte for y deviation from OREGON AN ITWOOMMNY Installation �� the truss in conformance with ANSUTPI L or for ha dwp,shipping,of trusses. 9 "an.20 199 P MAX. TOT. LD. 60 PSF A seal on this droving or cover page Ustbe this drawing,twkoates acceptance of professional solely for the slwsn Tho natowlty oma use of thio dro.kig .0Lb W.‘)0' DUR. FAC. ANY 13389 Lakefront Dove For•nY ty � r per ANSI/Tu 1 S.C� Earth City,MO 63045 for more Information see this Jab's general notes and these web sites' MAX. SPACING 24.0' ALPINE,www.allpb,.ltw.coml TPA www.tpinstorgl SSCA,www .orgl ICC,.wwlccsafearg RonPa,v0109(7919