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Plans (139)
\c-' S- � CA q LA f\v . Alpine, an IT1N Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE Pho:ne: (9(800)877-3678 80 ) -378(916)387-0116 Fasacseals@itwbcg.com Site Information: Customer: Truss Components of Oregon,Inc. Job Number: 0518092 JobDescription: Gerritz 22162-3 10inch heel Prcl 1 Address: 9500 SW 74TH Avenue City,State,Zip: PORTLAND,OR Job Engineering Criteria: Design Code: IBC 2015 View Version: 16.01.00.0327.16 JRef#: 1W aU71750005 Wind Standard: ASCE 7-10 Wind Speed(mph): 120 Roof Load(psf): 25.00-10.00-0.00- Floor Load(psi): None 7.00 This package contains a job notes page, 45 truss drawings and 3 details. Item Seal# Truss Item Seal# Truss 1 131.18.1158.16710 CG 2 131.18.115820770 C 3 131.18.1158.23060 Cl 4 131.18.1158.30030 CGA 5 131.18.1158.37200 C2 6 131.18.1158.42140 C3 7 131.18.1158.45020 C4 8 131.18.1158.47330 C5 9 131.18.1158.51420 C6 10 131.18.1158.53940 C7 11 130.18.0943.14050 GG 12 131.18.1159.35243 GGA 13 130.18.0943.14535 EG 14 130.18.0943.13925 E 15 130.18.0943.13879 IG 16 130.18.0943.14813 I 17 130.18.0943.14020 11 18 130.18.0943.14798 12 19 131.18.1159.43057 DG 20 130.18.0943.13880 D 21 130.18.0943.14829 FG 22 130.18.0943.14534 AG 23 130.18.0943.14641 AGA 24 131.18.1159.48643 AGB 25 130.18.0943.14768 A 26 130.18.0943.16046 Al 27 130.18.0943.14533 AA 28 130.18.0943.14034 A2 29 130.18.0943.14642 A3 30 130.18.0943.14767 A4 31 131.18.1159.55380 A5 32 130.18.0943.14064 A6 33 130.18.0943.14720 HG 34 130.18.0943.14019 H 35 130.18.0943.14502 H1 36 130.18.0943.14080 J 37 130.18.0943.14018 JG 38 130.18.0943.13878 B 39 130.18.0943.13924 B1 40 130.18.0943.14783 82 41 130.18.0943.13926 83 42 130.18.0943.14626 84 � Ep PRopS �4SS %5 e4G1NF, �O 0 It rte,,,.. 83294PE OREGON 13 SLY 14 52 V uw *aeil Tao*� Renewal 6/30/2018 Printed 5/11/2018 2:10:03 PM A Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE PPho: e:(9(8088 7-3 78(916)387-0116 Fsacseals@itwbcg.com Site Information: Customer: Truss Components of Oregon,Inc. Job Number.' 0518092 JobDescription: Gerritz 22162-3 10inch heel Prcl 1 Address: 9500 SW 74TH Avenue City,State,Zip: PORTLAND,OR Item Seal# Truss Item Seal# Truss 43 130.18.0943.13894 BG 44 130.18.0943.16077 BGA 45 131.18.1200.00123 FT1 .�ti��O PROpSSS .0 ‘-(0 �GINefi ;O tela �' 83294PE 9 OREGON �G `'0tY 14 524 ► SSell Ta" Renewal 6/30/2018 Printed 5/11/2018 2:10:03 PM Job Number: 0518092 Ply: 2 SEQN:183663 /TM HIPS Gust:R7175 JRef:1WaU71750005 Gemtz 22182-3 Winch heel Frei 1 Qty: 1 FROM:BB DrwNo: 131.18.1158.16710 Truss Label: CG BFR / RTT 05/11/2018 1 5 s 2 Complete Trusses Required 5'11"4 12'11"3 20'0"13I 27'0"12 33' 5'11"4 6'11"15 7'1"11 6'11"15 5'11"4 =5X5 .5X5 III 1.5X4 .5X5 12 1 6 I/ 7,� 4I 4 T 0 3X5 �� \�\ W• I':-=-:3X5 Zn 1. + A - '11111 J .6X6(E1) 1112X4 =4X5 =5X5 =3X12 1112X4= 6X6(E1) j - 33' 5'11"4 6'11"15 7'1"11 6'1115 511"4 2 2'5'11"4 12'11"3 20'0"13 27'0"12 33' -" Loading Criteria(pat) 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.275 F 999 360 B 2810 /560 /- I- 1- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.653 F 852 240 p 2810 /560 /- /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 D - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.140 D - - B Mm Br Width Req2.3 Des Ld: 42.00 Mean Height:19.82 ft ( ) g g Code/Misc Criteria CreepFactor:2.0 P Min Brg Width Req= 2.3 NCBCLL:0.00 TCDL:3.0 psf Soffit: 2.00 Bearings B&P are a rigid surface. BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.665 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.860 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI:0.451 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00.0327.16 B-C 492-2476 F-G 696 -3451 Lumber Wind C-D 485-2446 G-H 486 -2451 D-E 693-3435 H-I 493 -2481 Top chord 2x4 HF#2 Wind loads and reactions based on MWFRS. E-F 696-3450 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud:W2,W4,W6 2x4 HF#2: :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' Chords Tens.Comp. Chords Tens. Comp. Nailnote B-O 2146 -424 M-L 3448 -696 0-N 2130 -422 L-K 2133 -422 Nail Schedule:0.120"x3",min.nails N-M 3448 -696 K-I 2150 -425 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 9-00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. D-N 1454 -302 L-G 1462 -304 Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) ©PRap TC:From 36 TC:From 72 plf at 5.94 to 36 lf at -2.00 to 72 plf at 27.6 ,(02.t' fiSir� TC:From 72 plf at 27.06 to 72 plf at 35.00 ., ..yG I N�� Q BC:From 14 BC:From 4 plf at 0.0 to 14 plf at 5 9lf at 05 lj/� $3294PE g BC:From 7 plf at 5.95 to 7 plf at 27.05 14" rr".' BC:From 14 plf at 27.05 to 14 plf at 33.00 BC:From 4 plf at 33.00 to 4 plf at 35.00 BC: 535 lb Conc.Load at 5.95,27.05 BC: 231 lb Conc.Load at 8.00,10.00,12.00,14.00 16.00,17.00,19.00,21.00,23.00,25.00 OREGON Purlins A �/4Y 14,200 � ® L' In lieu of structural panels use purlins to brace all flat 4Sts r e � TC@24"oc. ��� Ta Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA) fsafetyPetpractices pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for rmanent lateral restraint 6f webs shall have bracinginitialled per BCSI sections B3,B7 or 610 .44114. as applicabl . AppT plates to each faceoftrtruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE 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 drawin anv failure to build the AN RW COMPANY rbrt truss in conformance with ANSI/1P1 1,or for handling,shipping,installatand bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shov�ht. The salability and use of thie 8tawing for any structure ht fhe raspenaihilit of the Building Elacrgnar Par ANSUTPI 1 - •••9 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: 0518092 Ply: 1 SEAN:183670 /T17 HIPS Cust:R7175 JRef: 1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 131.18.1158.20770 Truss Label: C BFR 1 RTT 05111/2018 3'11"10 711"4 13'7"3 19'4"13 25'01229'0"6 33' �- 3'11"10 3'11"10 5'r15 H 5'9"11 5'7"15 I_ 3'11"10 I 3'11"10 H -5X5 -3X5 -3X5 -5X5 E T 12 r`a _ S, T 6 � �1.5X4 /��/r� �1� �4111‘....,� � 0 1.5X4 D 03X5 �f _ 3X5 rn v C 1' J io rn B y rd�lld __- • � K so " L 0 III6X8(E5) =3X10 =4X5=3X5 =3X10 III6X8(E55) 1 33' 1 7'11"4 8'6"12 8'6"12 7'11"4 2' 7'11"4 16'6" I 25'0"12 33' 2' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 I Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ioc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.229 N 999 360 B 1579 /299 /712 /- /92 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.600 N 954 240 Q 1579 /299 /712 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.082 M - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.214 M - - B Min Brg Width Req= 2.6 Mean Height:20.32 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Q Min Brg Width Req= 2.6 TCDL:3.0 psf Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 201'5 Max TC CSI: 0.763 Bearings B&Q are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.770 RepFactors Used:Yes Max Web CSI:0.925 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 883-2396 G-H 773 -2125 Lumber C-D 835-2331 H-I 810 -2385 D-E 810-2385 I-J 834 -2331 Top chord 2x4 HF#2 E-F 774-2125 J-K 883 -2396 Bot chord 2x4 HF#2 F-G 955-3072 Webs 2x4 HF Std/Stud :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens_Comp. Chords Tens. Comp. Bracing (a)#3 or better scab reinforcement.Same size&80% B-P 1988 -638 N-M 3029 765 length of web member.Attach with 10d Box or Gun P O 3029 -751 M-K 1988 652 nails(0.128"x3",min.)@ 6"oc. O-N 3029 -757 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IBC-15 section P-E 659 -208 G-M 291 -1136 1607. ��O PRo1 P-F 291 -1136 H-M 659 -208 Purlins In lieu of structural panels use purlins to brace all flat �'� I N 4> TC @ 24"oc. �N .1G F$, Q Wind k/ 83294PE 'I'...., Wind loads based on MWFRS with additional C&C member design. OREGON 134 'VtY 14 2000 0 ' OI, Tar's Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tOr safetty practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.,Unless noted of herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propePl attach rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracin installed per BCSI sections B3,B7 or B10Y as applicable. Apply plates to each face of truss and position as shown above and on the Joint9Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of MAIBuilding_c1Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the ANRwCaNMNY truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracinaof trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of praesswnai engineering responsibility solely for the design shovlin. The suft-ability and use of this drawing for any structure is the responsibility of the uildi gft Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle ror more mammon see mis jobs we genera notes e and these web sites:ALPINE:www.alpinetw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:183673 /T18 HIPS Cost R7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 131.18.1158.23060 Truss Label: Cl 8FR / RTT 05/1112018 4'1190 9'11"416'6" 23'0"12 28'0"6 33' 4'11"10 4'11"10 } 6'692 6'6"12 4'11"10 I 4'1190 H =5X5 1111.(X4 =5X5 EC 12 , 6 ,,D4 W� \-1.51X4 0 3X5 W3 \\ r3X5 rl iToC \I 8 i ��J 1 I A .• a 6� K 1116X8(E5) 3X5 =3X5= = 3X7 3X = 5 1116X8(E5) 1'-- 33' 1 9'11"4 6'692 6'6"12 9'11"4 I-2 2'-H 9'11"4 16'6" 23'092 33' - Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL 1W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.178 F 999 360 B 1613 /305 /720 /- /108 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.462 F 999 240 p 1613 /305 /720 I- I- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.069 L - - Wind reactions based on MWFRS EXP:B HORZ L 0.168 I - - B Min Br Width R 2.7 Des Ld: 42.00 Mean Height 20.82 ft � ) 9 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 P Min Brg Width Req= 2.7 TCDL:3.0 psf BldgCode: IBC 2015 Max TC CSI: 0.935 Bearings B&P are a rigid surface. Soffit: 2.00 BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.744 Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI:0.664 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 888-2443 F-G 848 -2384 Lumber C-D 842-2314 G-H 790 -2124 D-E 791 -2124 H-I 842 -2314 Top chord 2x4 HF#2 E-F 848-2384 I-J 888 -2443 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W5 2x4 HF#2: :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Loading B-O 1981 -645 M-L 1866 -542 O-N 1866 -528 L-J 1981 -659 Bottom chord checked for 10.00 psf non-concurrent N-M 1866 -528 bottom chord live load applied per IBC-15 section 1607. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat E-M 669 -184 M-G 669 -184 TC @ 24"oc. F-M 165 -770 Wind so pRO fi Wind loads based on MWFRS with additional C&C c2. �str member design. O`c t O t N,,. X02 otti 83294PE "p OREGON 134 ICY 14,200` sSell Tat' Renewal 6/30/2018 05/11/2018 "*WARNING*` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by:TPI and'SBCA)fOr safety practices prior to performing these functions. Installers shall provide temporary (`5031357-2118 Ext bracingper BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rod ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or 810, ..41111 ,as applicable. AppTplates too each face of truss and position as shown above and on the Joint-Details, 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 AN„wcoxp, Y trUss in conformance with ANSI/TPI 1 or for handling,shipping,installation and bracing of trussesA seal on this dr3wirtg or cover page listing this drawing,indicates acceptance of oroTessiona. engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building,Des(gner 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: 0518092 Ply: 2 SEAN:183666 /T16 HIPS Cust:R7175 JRef:1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DtwNo: 131.18.1158.30030 Truss Label: CGA BFR / RTT 05/11/2018 �__ _ S - 2 Complete Trusses Required 5'11"4 12'11'3 20'0"13 27'0"12 33' 5'11"4 6'11"15 7'1"11 f• 6'11"15 I 5'11"4 12 =5X5 =5X5 1111.5X4 =5X5 6L/ C D E F D /C o 3X5 \�, W - 3X5 m B \�W ��W4 G ri Q H v =8X6(E1) 1112X4 =4X5 = = 5X5 3X12 1112X4 =8X6(E1 t 33' 1 5'11"4 811"15 7'1"11I 6'11"15 511"4 2, 5'11"4 12'11"3 20'0"13 27'0"12 33' 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 23.1 Ce:1.2 VERT(LL): 0.275 E 999 360 A 2652 /524 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.655 E 851 240 0 2815 /561 /- 1- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:19.82 ft HORZ(TL):0.141 C A Min Brg Width Req= 2.2 NCBCLL:0.00 TCDL:3.0 psf Code 1 Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 2.3 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.679 Bearings A&0 are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.861 RepFactors Used:No Max Web CSI:0.622 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ftMaximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 497-2498 E-F 699 -3460 Lumber B-C 490-2468 F-G 487 -2455 C-D 696-3448 G-H 494 -2485 Top chord 2x4 HF#2 D-E 698-3459 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud:W2,W4,W6 2x4 HF#2: :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' Maximum Rot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' Chords Tens.Comp. Chords Tens. Comp. Nailnote A-N 2170 -430 L-K 3460 -699 N-M 2153 -427 K-J 2137 -423 Nail Schedule:0.120"x3",min.nails M-L 3460 -699 J-H 2154 -426 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 9.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. C-M 1442 -299 K-F 1467 -305 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) O PRO TC:From 72 plf at 0.00 to 72 plf at 5.94 �� ��` TC:From 36 plf at 5.94 to 36 psf at 27.06 .(�G ss� TC:From 72 plf at 27.06 to 72 plf at 35.00 `Gj G 1 N O BC From 14 plf at 0.00 to 14 plf at 5.95 Ur f 1 BC:From 7 plf at 5.95 to 7 plf at 27.05 �t/ 83294PE 17' �! BC:From 14 plf at 27.05 to 14 plf at 33.00 LC BC:From 4 plf at 33.00 to 4 plf at 35.00 �. BC: 535 lb Conc.Load at 5.95,27.05 BC: 231 lb Conc.Load at 8.00,10.00,12.00,14.00 16.00,17.00,19.00,21.00,23.00,2500 • Purlins OREGON In lieu of structural panels use purlins to brace all flat 10SLY 14,20 TC @ 24"oc. Wind *sen Tan a Wind loads and reactions based on MWFRS. Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingr BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeer) attachrt id ceiling Locations shown for permanent lateral restrgint Of webs shall have bracingins/plied per BCSI sections B3,B7 or B10Y as applicable. Apply plates to each faceof truss and position as shown above and on the JoinDDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE" Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawingany failure to build the AN mvcaHaaNr truss in conformance with ANSI/1 P1 1,or for handling shipping,installatidn and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro7esstonal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Suildin Desi ner per ANSUTPI 1 Sac,2, 8351 Rovana Circle 'A.mwe sesmaftn see mislays general notes page and these web sites: LPI�www.alpineitw.com;TPI:www.tpinst.org;SBCA:w*w.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEQN:183676 /T23 HIPS Cust:R7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 131.18.1158.37200 Truss Label: C2 BFR / RTT 05/11/2018 3'11"10H7'11"4 137"3 19'4"13 25'012 29'0"6 33' 3'11"10 I 3'11"10 I 5'7"15 I 5'9"11 f 57"15 -I- 3'11"10 -I 3'11"10 H ee5XX5 =3X5 =3X5 e5X5 12 D E F G 6 [77 /�j es n 1.5X4 0 1.5X4 C % - ,3X5 .. (a) ta) H ,3X5 1in 1 B I r� T _ _ o K 1116X8(E5) 0 N M L P — =3X10 -4X5=3X5 3X10 1116X8(E5) i 33' 1 7'11"4 8.6"12 8'6"12 7'11"4H 2,� 7'11"4 16'6" 25'0"12 33' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.232 M 999 360 A 1420 /271 /626 /- /80 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.598 M 954 240 p 1583 /299 /713 /- /- /5.5 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.083 L - - Wind reactions based on MWFRS EXP.B Des Ld: 42.00 Mean Height:20.32 ft HORZ(TL):0.215 L - - A Min Brg Width Req= - NCBCLL:10.00 TCDL:3M psf Code/Misc Criteria Creep Factor:2.0 P Min Brg Width Req= 2.6 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.766 Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.771 RepFactors Used:Yes Max Web CSI:0.933 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Loc.from endwall:Any FTlRT2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp_ GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 853-2409 F-G 787 -2130 Lumber B-C 853-2362 G-H 825 -2390 C-D 821 -2403 H-I 848 -2336 Top chord 2x4 HF#2 D-E 782-2139 I-J 896 -2401 Bot chord 2x4 HE#2 Webs 2x4 HF Std/Stud E-F 983-3081 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp_ Chords Tens. Comp. Bracing 0 (a)Continuous lateral restraint equally spaced on A-N 2024 -660 M-L 3037 -788 member. O-N 3041 -777 L-J 1992 -664 N-M 3041 -777 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IBC-15 section Webs Tens.Comp. Webs Tens. Comp. 1607. O-D 671 -242 F-L 293 -1140 Purlins �� p PROP s�0-E 281 -1133 G-L 661 -209 In lieu of structural panels use purlins to brace all flat F TC@24"oc. `� �GiN �o Wind Wind loads based on MWFRS with additional C&C � 83294PE p member design. /"� OREGON 13(e '14Y 1a 20°'' 0 Ssett Tani Renewal 6130/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by,TPI and'SBCA)fr safety practices prior to performing these functions. Installers shall provide tempora (503)(503)357-2118 Ext bracing per BCSI..Unless noted etherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeri 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 faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_qComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN 1IW COMPANY truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracing,of trussesA seal on this drawing or cover ppaaggee listing this drawing,indicates acceptance of prosessronaf engineerina responsibility solely for the design shown. The suitaability and use of this dawing for any structure is the responsibility of the Building Designer Def ANSUTPI 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.sbcindusiry.com;ICC:waw.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:183679 /T24 HIPS Cust:R7175 JRef:1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 131.18.1158.42140 Truss Label: C3 BFR / RTT 05/11/2018 4'1190 9'11"4 16'6" 23'092 28'0'6 , 33' I- IH 4'11"10 4'11"10 6'6"12 6'6"12 4'11"10 4'11"10 =5X5 1111.5X4 -5X5 D E F T 12 i 0 — 6 1.5X4 /0, 0.1.5X4 o rn vii 8385/i' W3 QHS m / T 4 el J 1116X8(E5) N M L K O -1- 3X5 =3X5=3X7 =3X5 III6X8(E5) r 33' i 9'11"4F 6'6"12 6'6"12 I 911"4 2'H 9'11"4 16'6" 23'0"12 33' 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U 1 Rw I Rh I RL 1W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.176 E 999 360 A 1462 /276 /634 /- /96 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.458 E 999 240 0 1617 /306 /721 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.069 K - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:20.82 ft HORZ(TL):0.169 H - - A Min Brg Width Req= - NCBCLL:10.00 TCDL:3.0 psf Code I Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 2.7 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.938 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.752 RepFactors Used:No Max Web CSI:0.818 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 867-2518 E-F 871 -2392 Lumber B-C 857-2360 F-G 806 -2133 C-D 799-2150 G-H 856 -2323 Top chord 2x4 HF#2 D-E 871 -2392 H-I 902 -2451 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W5 2x4 HF#2: :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Loading A-N 2035 -663 L-K 1870 -556 N-M 1876 -534 K-I 1989 -672 Bottom chord checked for 10.00 psf non-concurrent M-L 1876 -534 bottom chord live load applied per IBC-15 section 1607. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat C-N 167 -387 E-L 167 -771 TC @ 24"oc. D-L 665 -174 L-F 673 -187 Wind En PROF Wind loads based on MWFRS with additional C&C A, �str member design. �`y SNAG t N� . �o �!,(/ 83294PE y .t� OREGON /4. 'VEY 14,2bds lb sSelt Ta+l'� Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anr3'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext brawn r BCSI._Unless noted 0therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppeefl attachrigid ceiling. Locations shown for permanent lateral restraint properly webs shall have bracinginstalled per BCSI sections 03,B7 or B10y as applicable. Appry plates to each face_oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to A ,PL N E drawings 160A-Z for-standard plate positions. AIpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ANflWCOMMNY truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracinaof trussesA seal on this drawing or cover page listing this drawing indicates acceptance of roiessronar engineering responsibility solely for the design shown. The suitabil and use of this drawing for any structure is the res nsibili of the Buildin Desi ner r ANSUTPI 1 Sgec.2. 8351 Rovana Circle lFor more information see this job's gener notes page and these web sites:ALPINE:www.alpineitw.com;TPI: .w.. 'nst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEON:183681 /T19 HIPS Cost R7175 JRef:1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:BB DrwNo: 131.18.1158.45020 Truss Label: C4 BFR / RTT 05/11/2018 5'11"10 { 11'11"4 18'6" 21'0"12 , 27'0"8 33' H 5'11"10 5'11"10 4'6"12 4'6"12 5'11"10 5'11"10 =5X5 =3X5 =5X5 0 E F 12 6 V V1.5X41114 ci // \\\ '� 9)m in <0 3X5 '' H5 B A I \.._I_ n- _.� — — — — �� J III6X8(E5) O N M L K P — 03X5 =3X5 =3X5 =3X5 =3X5 1116X8(E5) r 33' ik 6'8"15 6'5"7 67"3 6'57 6'9" 6'8"15 13'2"6 I_ 19'9"9 I 26'3" - 33' �~2'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:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R I U /Rw /Rh /RL 1W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.164 E 999 360 A 1527 /282 /639 /- /111 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.375 E 999 240 P 1682 /312 /726 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.071 K - - Wind reactions based on MWFRS EXP:B Des Ld. 42.00 HORZ(TL):0.176 H - - A Min Brg Width Req= - Mean Height:21.32 ft P Min BrgWidth R2.8 NCBCLL:10.00 TCDL:3.0psf Code/Misc Criteria Creep Factor:2.0 eq= Soffit: 2.00 Bldg Code: IBC 2015 Max TC CSI: 0.831 Bearing P is a rigid surface. BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.627 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI:0.892 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)14(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 893-2616 E-F 759 -1756 Lumber B-C 863-2551 F-G 907 -2422 C-D 923-2460 G-H 851 -2520 Top chord 2x4 HF#2 D-E 748-1760 H-I 896 -2583 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W7 2x4 HF#2: :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Loading A-O 2192 -654 M-L 1844 -518 L Bottom chord checked for 10.00 psf non-concurrent N-N 1707 -5 -K 5 -497 bottom chord live load applied per IBC-15 section N-M 1844 -511 8 8 KK-I 217011 211566664 1607. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat C-O 192 -446 F-K 562 -205 TC @ 24"oc. O-D 604 -239 K-G 175 -420 Wind ���QU PROpS Wind loads based on MWFRS with additional C&C member design. 6.CO �14G I N E*,,, �0 + 83294PE OREGON 154 litY 14.2004 C QJ Se ell Ta'" Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 8f webs shall have bracing_insTalled per BCSI sections 63,B7 or 810, .41111 as applicable. AppT plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' 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 an failure to build the AN RWCOMPANY truss in conformance with ANSITI PI 1,or for handling,shipping,installatiOn and bracing of trussesA seal on this drawly q or cover page listing this drawing,indicates acceptance of orofesstonaf engineering responsibility solely for the deskin shovfrt. The suitability and use of this dawing for any structure is the responsibility of the Building Designer Der ANSUTPI 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: 0518092 Ply: 1 SEAN:183684 /T20 HIPS Cost:R7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel PrcI 1 Qty: 2 FROM:BB DrwNo: 131.18.1158.47330 Truss Label: C5 BFR / RTT 05/11/2018 611"10 13'11"419'012 26'0"6 33' H 6.11"10 6'11"10 j. 5'1"8 6'11"10 6'11"10 =5X7 -5X5 D E T1 ......,, T 12 / I 6 3X5 / t� 3X5 o C - '',`:•>--..,,,,.. F i u i %(a) a m a' S. T3 eo 3X5 1.4 W7 3X5 B = G WI A i4444 H -IC IN 1116X8(E5) N M L K J O 1111.5X4 =3X5=3X5 =3X7 1111.5X4 III6X8(E5) A 33' i H6'1190 -1 H 6.1190 5'1"8 6'11"10 •I 6'11"10 2'H6'11"10 13'11"4 19'0"12 26'0"6 33' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.173 M 999 360 A 1591 /287 /641 /- /127 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.382 M 999 240 0 1746 /318 /729 /- /- /5.5 BCDL: 7.00 Risk Category:I) Snow Duration:1.15 HORZ(LL): 0.087 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.192 G - - A Min Brg Width Req= - Mean Height:21.82 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 2.9 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.927 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.673 RepFactors Used:Yes Max Web CSI:0.965 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 911 -2763 E-F 731 -2093 Lumber B-C 871 -2698 F-G 845 -2672 C-D 739-2107 G-H 892 -2736 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: D-E 721 -1726 Bot chord 2x4 HF#2 Webs 2x4 HF#2:W1,W7 2x4 HF Std/Stud: :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' Maximum Sot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Bracing A-N 2326 -652 L-K 1728 -411 N-M 2324 -652 K-J 2294 -652 (a)#3 or better scab reinforcement.Same size&80°6 M-L 1728 -411 J-H 2296 -653 length of web member.Attach with 10d Box or Gun nails(0.128"x3",min.)@ 6"oc. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent C-M 275 -679 E-K 432 180 bottom chord live load applied per IBC-15 section 1607. M-D 442 -163 K-F 249 -652 Purlins �,��tEO PROAZSS "� In lieu of structural panels use purlins to brace all flat �G I N E"� /o TC @ 24"oc. � Wind jt/ 83294PE 7 Wind loads based on MWFRS with additional C&C member design. OREGON 134/ '141'14,2°6 sset! Tat►' Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Sox 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by_TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (563)357-2118 Ext bracing per SCSI..Unless noted o�terwise,top chord shall have properly attached structural sheathing and botto chord shall have a progefl attached ngqid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing�Instailed per SCSI sections B3,B7 or B10y as applicable. Apppr plater to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise_ Refer to ALPINE' drawiflgs 160A-Z for standard plate positions. Alpine,a division of ITW Build'n Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANRW OMN NY truss in conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing_of trussesA seal on this drevvirtg or cover page listing this drawing indicates acceptance ofpro-fessionar engineering responsibility solely for the design shown. The suirbbility and use of this drawing for any structure is tate responsibility of the Buildin Desi ner r ANSI TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 rot more mammon seems.•.'s r-neral notes•.:.•-and these web sites:ALPINE:www.a•'reeitw, nst.or•;SBCA:www.sbcindu .com;ICC:www.iccsefe. Job Number: 0518092 Ply: 1 SEAN:183690 /T21 HIPS Cost:R7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:BB DrwNo: 131.18.1158.51420 Truss Label: C6 BFR / RTT 05/11/2018 5'312 107'8 15'11"417 012 22'4"8 27'8"4 33' 5'3"12 5'3"12 5'3"12 11'148 5'3"12 5'3"12 5'3"12 =5X5 5X5 E F T • T 03X5 % '3X5 12 6 D G 23X5 o %1.5X4 % a1.5X4 m W( 1 w ,3X5 .- i 3X5 J._ i 4444,, A, w, / _ - _� - L II16X8(E5) =3X5 =3X5 =3X5 =3X5 1116X8(ES 3X7 33' 1 7'994 8'1"61'118 8'1"6 7'994 7'994 15'11"4 +17'0"12 25'2"2 33' 2'-4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 1 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL 1W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.203 N 999 360 A 1656 /292 /642 I- /142 I- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.433 N 999 240 R 1811 /324 /729 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.102 J - - Wind reactions based on MWFRS EXP:B HORZ(TL): g 0.217 J - - A Min Br Width Req= - Des Ld: 42.00 Mean Height:22.32 ft R Min BrWidth Req= 3.0 NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 9 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.663 Bearing R is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.733 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Factors Used:Yes Max Web CSI:0.921 FT/RT:2(Oy4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 907-2903 F-G 710 -2072 Lumber B-C 902-2837 G-H 835 -2495 C-D 887-2676 H-I 830 -2649 Top chord 2x4 HF#2 D-E 719-2063 I-J 840 -2804 Bot chord 2x4 HF#2 E-F 674-1727 J-K 901 -2868 Webs 2x4 HF#2:W1,W2,W8,W9 2x4 HF Std/Stud: :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing A-Q 2451 -692 0-N 1722 -365 (a)#3 or better scab reinforcement.Same size&80% 0-P 2205 -534 N-M 2197 -547 length of web member.Attach with 10d Box or Gun nails(0.128"x3",min.)@ 6"oc. P-0 2205 -534 M-K 2410 654 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IBC-15 section 1607. D-O 267 -699 F-N 579 -212 Jc��E0 PROP' 0-E 564 -256 N-G 264 -691 Puffins In lieu of structural panels use purlins to brace all flat `GJ ‘AGIN /o TC @ 24"oc. S.9F Wind 83294PE 0' Wind loads based on MWFRS with additional C&C member design. ' OREGON 134 `14y14,200 t0 Soon Ta"' • Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 21 OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (so3>357-2118 Ext bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attach6d rigid ceiling. Locations shown forrmanent lateral restraint Of webs shall have bracinq_installed per BCSI sections B3,B7 or B10, as applicable. Applyplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for tandard plate positrons. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawinit anv failure to build the ANMNCOMawr ss in conformance with ANSI,i PI 1,or for handling,shipping,installation and bracing of trussesA ills, on this dr3witlg or cover ppaaggee listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The sirit3bili and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I Sec.2. ty 8351 Rovana Circle Sacramento,CA 95818 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.icrsafe.org Job Number: 0518092 Ply: 1 SEAN:183707 /T22 COMN Cust:R7175 JRef: 1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:B8 DrwNo: 131.18.1158.53940 Truss Label: C7 BFR I RTT 05/11/2018 8'3" 16'6" 24'9" 33' H I 8'3" 8'3" 8'3" 81• .a 5X5(R1) T ,► T2 12 3X5 6 L,--- 03x5 E.3X5 C F G o is to (a) (a) W5 3X5 3X5 T3 8 � W1 G i A G H i „a _ III6X8(E5) 1111.5(4 =3X5= 3X7 1111.5X4 1116X8(E5) 1 33' 1 8'3" 8'3" 8'3" 8'3" I' 87 I- 16.6" I- 24'9• - 33' _I 7 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 ' Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.129 K 999 360 A 1420 /294 /641 /- /147 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.313 K 999 240 N 1583 /326 /728 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.066 J - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:22.46 ft HORZ(TL):0.159 J - - A Min Brg Width Req= - NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 N Min Brg Width Req= 2.6 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.974 Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.677 RepFactors Used:Yes Max Web CSI:0.994 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FTlRT:2(0)!4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 921 -2514 E-F 670 -1678 Lumber B-C 877-2324 F-G 836 -2305 C-D 705-1679 G-H 879 -2427 Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: D-E 691 -1641 :T3 2x4 DF-L#2: Bot chord 2x4 HF#2 Webs 2x4 HF#2:W1,W5 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 HF#2:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-M 1988 -647 K-J 1963 -637 Bracing M-L 1985 -646 J-H 1965 -638 L-K 1985 -646 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent C-K 333 -738 K-F 323 703 bottom chord live load applied per IBC-15 section 1607. D-K 796 -353 Wind �1 PROp4 mWind emberds based on MWFRS with additional C&C �`C? ,�G I N E . /0 ign. ,jtJ 83294PE OREGON /34. "6LV 14.20° `Q *sell Ta" Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI end SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachbd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,87 or B10, as applicable Apply lates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components GroupInc..shall not be responsible for any deviation from this drawing,any failure to build the /WMCMAFMNY truss in conformance with ANSI/TPI 1,or for hand!irg,shipping,installation and bracing_of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooesstonaf engineering responsibility solely for the deskin shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 W.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: 0518092 Ply: 1 SEON:123185 1 T4 / HIPS Cost:RR7175 JRef:1WaU71750005 Gemtz 22162-3 10inch heel Prot 1 Qty: 1 FROM:8B DrwNo: 130.18.0943.14050 Truss Label: GG CY / GWH 05/10/2018 3'11"107'11"4 13'0"12 17'0"6 21' 3'11"10 I 3'11"10 5'1"8 3'11"10 3'11"10 H =6X8 =6E X8 T M PM 12 6 �� �at5DX4� V 11\11001:G4 0 v 3X5 % W • ' 3X5 M H in B / ! • io IN _t_ 1 A ED J 1116X8(5) 1114X12 =3X5 =4X5 =3X5 III6X8(E) +2326 j 21' 1 I-2, I- 510"6 I 4'87 I- 4'87 I_ 5'8'12 I 2,-H 5'10"6 10'6"13 15'3'4 21' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl LP# Loc R I U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.124 N 999 360 B 2737 /563 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.293 N 999 240 0 1710 /357 I- 1- I- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.036 D - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.086 D - - B Min Brg Width Req= 4.5 Mean Height:20.32 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 0 Min Brg Width Req= 2.8 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.626 Bearings B&0 are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.799 Re Factors Used:Yes Max Web CSI:0.579 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply{lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 938-4586 F-G 508 -2504 Lumber C-D 922-4525 G-H 533 -2594 D-E 900-4456 H-I 549 -2654 Top chord 2x4 HF#2 E-F 525-2597 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Maximum Bot Chord Forces Per Ply(lbs) :Rt Slider 2x4 HF StdlStud:BLOCK LENGTH= 1.979' Chords Tens.Comp. Chords Tens. Comp. Special Loads 8-N 3945 -802 L-K 2193 -448 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac_=1.15) N-M 2943 -599 K-I 2256 463 M-L 2193 -448 TC:From 72 plf at -2.00 to 72 plf at 23.00 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 plf at 21.00 Maximum Web Forces Per Ply(lbs) BC:From 4 plf at 21.00 to 4 plf at 23.00 Webs Tens.Comp. Webs Tens. Comp. BC:2326 lb Conc.Load at 5.86 N-E 2370 -461 M-F 814 -154 Loading E-M 144 -669 Bottom chord checked for 10.00 psf non-concurrent EQ PROP bottom chord live load applied per IBC-15 section �� FS Purlins t .07 '6.@t0 I N fiFt.s�0 In lieu of structural panels use purlins to brace all flat �! 83294PE "r Y TC@24"oc. a Wind - Wind loads and reactions based on MWFRS. Install truss oriented as shown.DO NOT REVERSE OREGON NOTE:This truss can not be cut or altered or used to support loads other than as shown.Multiple-ply 0, liLY 14,200 e trusses cannot be repaired and shall be replaced if trs ♦i improperly installed or altered in any way. ell T a r Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIus OR 97113 Component Safety Information,by TPI anaSBCA)tsafety practices prior to performing these functions. Installers shall provide temporary t503>357-2118 Ext bracing per BCSI.Unless noted 0 erwise,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 Apppl pplates to each faceof truss and p ,osition as shown above and on the Joint"Detailsunless noted otherwise. Rtefer to A ALPINE' drawings 160A-Z fbrstandard plate positions. Alpine,a division of ITW Buildina Components Group Inc.shall not be responsible for any deviation from this drawing'any failure to build the AN1 NCON�ANY Miss in conformance with ANSI/7P1 1,or for handling,shipping,installation and bracinaof trussesA seal on this drawing or cover pane listing this drawing indicates acceptance of pro-fesslonaf engineering responsibility solely for the design shovin. The su- itaability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP(1 Sec.2, 8351 Rovana Circle For more information see this job's general notesend these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or;SBCA:www.sbcindus Sacramento,CA 95828 page W tP 9 try-tom;ICC:www.iccsafe.arg Job Number: 0518092 Ply: 2 SEQN:183714 /T3 HIPS Cost:R7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 131.18.1159.35243 Truss Label: GGA BFR / RTT 05/11/2018 I- 5 5 2 Complete Trusses Required 3'1"36'49 9'8"12 11'3" 14795 _ 171093 21' F 3'i"3 -I I 3295 3'491 1'8"8I 3'491 I 3'295 I 3'1"3 H =6X8 -6X8 0 T2 E -r Trem r 6 12 0,X8 a4XF /• \ W7 w Po BS �3S N ,-- \ W5\ ..... ..„....(,..----' _ --,..,,,..,..4 i';'----- _ 1 III 6X10(82) 03X5 =6X8 Job Number: 0518092 Ply: 1 SEQN:123175 /T14 !HIPS Cost:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14535 Truss Label: EG CY / GWH 05/10/2018 5'11"4 9'0"12 15' H 5'11"4 3'1"8 5'11"4 =485 _4X5 T 12 6 L.„----* i o /�j 9), ��� io A D T - - ,„,,: 111 t T '� - J E III 5X10(G7) 1114X5 =4X5 1115X10(G7) 1 t5' 5'11"4 3'1"8 5'11'4 H5'11"4 I 9'0"12 I 15' 2'----I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.050 G 999 360 A 1221 /233 /- /- /- /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.120 G 999 240 H 1395 /275 /- I- /- /5.5 BCDL: 7.00 Risk Category:II EXP:B Snow Duration:1.15 HORZ(LL): 0.015 F - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.82 ft HORZ(TL):0.035 F A Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= 2.3 TCDL:3.0 psf Bearing a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.644 9 H is 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.551 RepFactors Used:Yes Max Web CSI:0.332 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FTlRT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 396-2068 C-D 391 -2045 Lumber B-C 321 -1716 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Stub Wedge 2x4 HF Std/Stud: A-G 1743 -327 F-D 1718 -321 :Rt Stub Wedge 2x4 HF Std/Stud: G-F 1713 -323 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 72 plf at 0.00 to 72 plf at 5.94 Webs Tens.Comp. Webs Tens. Comp. TC:From 36 plf at 5.94 to 36 plf at 9.06 G-B 643 -105 C-F 652 105 TC:From 72 plf at 9.06 to 72 plf at 17.00 BC:From 14 plf at 0.00 to 14 plf at 5.95 BC:From 7 plf at 5.95 to 7 plf at 9.05 BC:From 14 plf at 9.05 to 14 plf at 15.00 BC:From 4 plf at 15.00 to 4 plf at 17.00 BC: 535 lb Conc.Load at 5.95,9.05 BC: 231 lb Conc.Load at 7.50 ���, d PRaF�5,� Loading ',fp' .AG 1J N � /O Bottom chord checked for 10.00 psf non-concurrent (j bottom chord live load applied per IBC-15 section 83294PE y- 1607. / Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind OREGON Wind loads and reactions based on MWFRS. �<0, `tiLY 14,2004 to `'sell Tan` Renewal 6/30/2018 0511112018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Sex 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fOr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCS!._Unless noted dtherwise,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 bracingq�iinstalled per BCSI sections B3,B7 or 1310 as applicable. Apply plates to each face oftrussand position ,as shown above and on the Joinf"Detailsunless noted otherwise. E7efer to ALPINE' 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 drawingapy failure to build the AN(RV COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professronaT engineering responsibility solely for the deskin shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 sec.2. 8351 Rovana Circle For more infonnation 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.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:123177 I T5 / COMN Cust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel PrcI 1 Qty: 2 FROM:BB DrwNo: 130.18.0943.13925 Truss Label: E CY / GWH 05/10/2018 7'6" 15' H 7'6" 7'6" ,'5X5(R1) T 12 ,.,\\ 6 I . f.-- 3X6 �33X5 0 in AE T 1 ,c �fl F 1113X7(E5) G H _ III 1.5X4 1113X7(E5) 1 15' 1 7'6" 7'6" I 7,6„ 15, -1 2'—R Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.120 B 999 360 A 637 /125 /289 /- /75 1- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.385 B 716 240 H 812 /157 /379 /- /- 15.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.075 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):0.243 B - - A Min Brg Width Req= - Mean Height:20.21 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor.2.0 H Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.842 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.471 RepFactors Used:Yes Max Web CSI:0.896 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 576-1075 C-D 357 -809 Lumber B-C 377 -803 D-E 464 -976 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF tt2e(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' A-G 657 -213 G-E 657 -213 :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. �sr PRoF-S� ,10 t,GINFt�' �o ,/ 83294PE41 y r0r-- OREGON (e, vt'LV 14,2000 e Seed Tan at Renewal 6/3012018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELI21 OR 97113 Component Safety Information,by TPI anSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI._Unless noted omerwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attachd rigid attached Locations shown for permanent lateral reStr nt Of webs shall have bracin�gt--installed per BCS!sections$3,B7 or B1B101; /111111/4, c as applicable AppT plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ,q LPi N E drawings 160A-Z forYstandard 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 RW CIXARWY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover ppaaggee listing this drawing indicates acceptance of prdfessionaT engineering responsibility solely for the des�ian shown. The suusability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5ec.2, 8351 Rovana Circle Tor 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: 0518092 Ply: 1 SEQN:182483 I T2 / HIPM Cost RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.13879 Truss Label: IG CY / GWH 05/10/2018 5'11"4 10'5" 5'11"4 4'5"12 =4X5 III 1.5X4 C DE T - T 111111.1111.11111.11111111111., 5) o Of ao P rn ih M III4X8(G2 "v B bi- sI Ni .1! A/• H GF 1114X5 III4X5 - 1-- 10'5" 1 2, I 5'11"4 4'5"12 H 5'11"4 10'5" 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:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.017 H 999 360 B 861 /146 /- /- 1- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.041 H 999 240 F 995 /183 /_ /- I- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 G - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.012 G - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00 Bldg Code: IBC 2015 Max TC CSI: 0.622 Bearing B is a rigid surface. Load Duration:1.15 � BCDL 0. 6 psf MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.480 Members not listed have forces less than 375# Spacing:24.0" I C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.570 Loc.from endwall:Any FT/RT:2(0)14(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 175-1010 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud B-H 790 -134 H-G 758 -129 :Lt Stub Wedge 2x4 HF Std/Stud: 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 72 plf at -2.00 to 72 plf at 5.94 H-C 739 -118 C-G 160 -945 TC:From 36 plf at 5.94 to 36 plf at 10.42 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 plf at 5.95 BC:From 7 plf at 5.95 to 7 plf at 10.42 BC: 535 lb Conc.Load at 5.95 BC: 231 lb Conc.Load at 8.00,10.00 Loading 0z'�'Q PRo1 Bottom chord checked for 10.00 psf non-concurrent bottom10chord live load applied per IBC-15 section �'� 11 N iroo t` Purlins 1(7�` 83294PE 0dPi 9 In lieu of structural panels use purlins to brace all flat " �r TC©24"oc. . Wind Wind loads and reactions based on MWFRS. OREGON Right end vertical not exposed to wind pressure. Cc'elLY 14,2u- 0 Saell Tar`t Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 48e Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefl attachd rigid ceiling.nLocations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each faceof truss and position as shown above and on the Joint Details, unless noted otherwise. f7efer to ALPINE' 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 drawin any failure to build the ANIIWCOMWNY 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 engineering responsibility solely for the design shown- The suitaability and use of this dawing for any structure is the responsibility of the Building Desiglrer per ANSUTPl 1 See 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:w,vw.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:182465 /T36 /HIPM Cost:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:B8 OrwNo: 130.18.0943.14813 Truss Label: I CY / GWH 05/10/2018 3'11"10 7'11"4 10'5" 3'1110 3'11"10 I 2'5"12 H 4E5 .3X5FG — — 6 D 12 1.5X4 o Zn m vIiiihHis3X5 Nr m Nr in 8 o i ra J IH 1113X7(ES) =3X7 113X5 — j 10'5" j H—2' I- 7'11"4 2'512 7'11"4 10'5" H 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:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw 1 Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.011 D 999 360 B 615 /71 /310 I- /82 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.026 D 999 240 H 439 /80 /205 /- I- /- BCDL: 7.00 , Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 J - - Wind reactions based on MWFRS EXP.B Des Ld: 42.00 HORZ(TL):0.009 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:2.0 H Min Br Width R TCDL:3.0 psf g = - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.369 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.380 RepFactors Used:Yes Max Web CSI:0.404 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 fl Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 261 -598 C-D 182 -500 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud B J 418 300 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IBC-15 section J-F 429 -288 F-1 285 -442 1607. Truss designed for unbalanced snow loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C .,,, PRa�F�ss member design. ,`C? l4G 1N F� /© Right end vertical not exposed to wind pressure. S? (6, 83294PE44/ "r Y t� F OREGON 13to c (/ Ly 14,20- FJ Snell Tan`.N Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentso&Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI one SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI._Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper! attachd rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracin�ftt__Ins-tailed per BCSI sections B3,B7 or B10y as applicable. App plates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. E7efer to ALPINE' drawlhgs 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN fN,:QMPANY truss in conformance with ANSITTPt 1,or for handlirffi,shipping,installatidn and bracinf�of trussesA seal on this drawiag or cover page listing this drawing indicates acceptance of proTessIonal 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 ANSUTPI 1 S-ec.2. 8351 Rovana Circle Sacramento,CA 95828 )-or more rormabon see this job's genera notes page and these web sites:ALPINE:www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.arg m Job Number: 0518092 Ply: 1 SEQN:162469 I T37 /HIPM Cust:RR7175 JRef:1WaU71750005 Gerritz 22182-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14020 Truss Label: 11 CY / GWH 05/10/2018 4'8'14 105" H 4'9"14 57"2 01.X E T /// T 12 3X5 /// ✓ M 0 6 / iA �� iN 3X5 W3 B 0 L o A i —.F=.1.4 she 1111.X4 —4XSGF II13X7(E5) — A 105" i I--2, I 4'9"14 I 57"2 I 4'9"14 105" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf 23.1 Ce:1.2 VERT(LL): 0.014 H 999 360 B 618 /63 /313 /- /98 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.032 H 999 240 F 434 /81 /212 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:8 HORZ(TL):0.010 G - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - TCDL:3.0 psf BearingB is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.399 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.284 RepFactors Used:Yes Max Web CSI:0.359 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp_ Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 184 -587 C-D 118 -529 Lumber Top chord 2x4 HF#2 Maximum Rot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W3 2x6 HF#2: B-H 439 -279 H-G 436 -278 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' 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 IBC-15 section 1607. D-G 314 -494 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. . 1tep PROFESS 83294PE 9 LC r/'"" OREGON 73 de lily 14,200 c . welt Tari Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! TmssComponents ofOregon,Inc. "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propefly attached nod ceiling. Locations shown for permanent lateral restraint of webs shall have bracinff��tnsialled per BCSI sections 63,B7 or B10, as applicable Apply plates to each faceoftruss and position as shown above and on the Joint etails, unless noted otherwise. Refer to A IPL N E Edrawings 160A-Z for standard plate positions. AI ine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing an failure to build the AN MN COMPANY truss in conformance with ANSI/1 PI 1,or for handling,shipping,installation and bracing of trussesA seal on this dram nig or cover page listing this drawing indicates acceptance of raessionaf engineering responsibility solely for the design shown. The sultability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828--" 1-or more inrormation see this fob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:wwW.sbcindustry.com;ICC:www.iccsefe.org Job Number: 0518092 Ply: 1 SEAN:162471 /T38 /MONO Gust:RR7175 JRef:1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:BB DrwNo: 130.18.0943.14798 Truss Label: 12 CY / GWH 05/10/2018 53" 105 IH 5'3" 52" III1.5X4 72 03X5 e1 7 / DIIA to to x3X5 i B 00* F. il 1111 I HG 1113X7(E5) 1111.5X4 1114X5 — r --- 105"— i 5'3" 5'2" H--2 5.3" I 10.5" '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pt in PSF) DeflICSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U I Rw I Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.010 I 999 360 B 615 /60 /311 /- /102 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.023 I 999 240 G 439 189 /228 !- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL): 0.010 H - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Mean Height:15.00 ft Code!Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - TCDL:3.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.347 a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.229 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI:0.334 Loc.from endwall.Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 152 -555 C-D 83 -497 Lumber Top chord 2x4 HF#2 Maximum Sot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud B-I 406 -251 I-H 403 -251 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' 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 IBC-15 section D-H 297 -478 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. � ��©PROpSSs fit,(/ 83294PE 04 q OREGON ,e3 r4 SLY 14,20- O) 'x S&e!l Tao Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppe attached ceiling Locations shown for permanent lateral reetreint of webs shall have bracing installed per BCSI sections B3,B7 or H10y as applicable Apply plates to each face.oftruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE 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 ITWCOM�,ANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drSwiftg or cover page listing this drawing,indicates acceptance of prolessionaf engineering responsibility solely for the design shmfn. The surtebility and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec"2" 8351 Rovana Circle 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.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEON:183658 /T27 HIPS Cust:R7175 JRef:1WaU71750005 Gemtz 22182-3 10inch heel Prcl 1 Qty: 1 FROM:BB DtwNo: 131.18.1159.43057 Truss Label: DG BFR / RTT 05/11/2018 311"4 _ 70"12 _ 11' 3'11"4 3'1"8 3'11"4 =4X5 4X5 T C D 12 I ! -I- 6 6 `/ \ \o ,- / 1115X5(G1) o, N _ g /„i-------- E M b Du L A A G F H III3X10(G7) 1112X4 =3X5 i 11' A 2, "{ 3'11"4 3'1"8 3'11"4 HH- H 3'11"4 7'0"12 11' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in Ioc L/defl L/# Loc R I U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.021 F 999 360 B 944 /181 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.049 F 999 240 H 762 /138 /- /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):0.013 F - - B Min Brg Width Req= 1.6 NCBCLL:10.00 Mean Height:19.32 ft Code/Misc Criteria Creep Factor:2.0 H Min Brg Width Req= - TCDL:3.0 psf Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.399 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CS!: 0.319 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.173 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 213-1177 D-E 221 -1208 Lumber C-D 179-1004 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Stub Wedge 2x4 HF Std/Stud: B-G 972 -171 F-E 1006 180 :Rt Stub Wedge 2x4 HF Std/Stud: G F 950 168 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 72 plf at -2.00 to 72 plf at 3.94 TC:From 36 plf at 3.94 to 36 plf at 7.06 TC:From 72 plf at 7.06 to 72 plf at 11.00 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 plf at 3.95 BC:From 7 plf at 3.95 to 7 plf at 7.05 BC:From 14 plf at 7.05 to 14 plf at 11.00 BC: 303 lb Conc.Load at 3.95,7.05 ©PRO BC: 131 lb Conc.Load at 5.50 �1�� ��Str Loading 1' 04 i N e. . i0 Bottom chord checked for 10.00 psf non-concurrent c9 83294PE " 2 bottom chord live load applied per IBC-15 section 1607. ,_44/ �! 9 Purlins In lieu of structural panels use purlins to brace all flat Tc @ Za"oc. OREGON Wind vt, 14,20046 r. Wind loads and reactions based on MWFRS. f/s �� Sell Tao' Renewal 6/30/2018 05/11/2018 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI enr7'SBCA)fsafely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathing and bottgm chord shall have a proper) attached rigid ceilin? Locations shown for permanent ateral re§trt Of webs shall have bracing inssalied per BCSI sections B3,87 or B10-, �� as appplicable. Apply plates to each face,of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawlhgs 160A-Z for 5tandard plate positrons. 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 WLOM,M truss in conformance with ANSI/TPI 1,or for handlingg,,shipping,installation and bracingoftrussesA seal on this drawing or cover page listing this drawing indicates acce tance of proTess ona engineering responsr ilfty solely for the design shown. The suitability and use of this drawing for any structure is fhe responsibility of the Building Designer per ANSUTPI 1 Sec.2, 8351 Rovana Circle POrmore mnormanon see mus)oo's general notes page and these we sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsate.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:123171 /T26 /COMN Cust:RR7175 JRef:1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.13880 Truss Label: D CY / GWH 05/10/2018 I. 56" _I 11' H 5'6" 5'6" =4X5 D T „\` T 12 6 �- 3X �i� 3X5 in \ E B��� `\\•,\ v o -----!— j A i 0 ----A 3X7(ES) 1111.5X4III3X7(E5) 1 11' °A F- 2' -I 56" 1- 56" H 5'6" 11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl 1J# Loc R 1 U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.052 E 999 360 B 643 /120 /303 /- /60 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.159 E 999 240 F 461 /88 /211 /- 1- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.027 E - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.090 E - - B Min Brg Width Req= 1.5 Mean Height:19.71 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Br g Wi dth Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.373 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.249 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:0.457 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 (WAVE VIEW Ver:16.01.00C.0327.16 B-C 397 -604 D-E 306 -532 Lumber C-D 293 -542 E-F 365 -656 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Sid/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' B-G 440 -198 G-F 440 198 :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. , fik0 PROS k. ��0 t tG i N 'F /0 l(j 83294PE � 1......� r OREGON 1:1(, ICY 14,200 e' *Sell Tar's Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 Component Safety Information,by TPI andSBCA)fgoF safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted 0therwise,top chord shall have properly attached structural sheathing and bottom chord shall havp properly attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracingt�instalied per BCSI sections B3,I8f or B10, as applicable ApppTlates to each face_oftruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A ,PL N E drawings 160A-Z fbrstandard plate positions. Alpine,a division of ITW Building_Components GroupInc..shall not be responsible for any deviation from this drawing,any failure to build the /NM COMPANY truss in conformance with ANSI/TPI 1,or for handlig,shipping,installatidn and bracingbof trussesA seal on this drSwing or cover pagelisting this drawing indicates acceptance of rofesslonaf engineering response ility solely for the design shown. The sufMbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 8-ec.2. 8351 Rovana Circle ,For more information see this job's general notes page and these web sites:ALPINE:www.aepineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 2 SEQN:123181 /T9 / HIPM Gust:RR7175 JRef:1WaU71750005 Gerritz 22162-3 10inch heel PrcI 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14829 Truss Label: FG CY / GWH 05/10/2018 5 2 Complete Trusses Required 5'8"12 _ 7'11"4 5'8"12 2'2"8 5XX5 1111.5X4 12 I110171.=7 6 / w m / c0 in 1114AA5(G1 I MIi( J_ G FE 1113X10 1114X8 r T11"4 1 5'8"122'2"8 h 5'8"12 I 7'11.4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw 1 Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.012 G 999 360 A 1481 /288 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.028 G 999 240 E 2326 /468 /- /- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 G - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL): 0.011 G - - A Min Brg Width Req= 1.5 Mean Height:20.27 ft Br E Min NCBCLL:0.00 TCDL:3.0 psf Code 1 Misc Criteria Creep Factor:2.0 g Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.364 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.838 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:0.642 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 174 -864 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-G 727 -143 G-F 665 -131 :Lt Stub Wedge 2x4 HF Std/Stud: Nailnote Maximum Web Forces Per Ply(lbs) Nail Schedule:0.120"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. G-B 1260 -241 B-F 240 -1214 Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads (Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) TC:From BC:From 72 7 plf at lf at o 0o to 72 7 plf at if at i.sa ,�'e�5 ' PRQF�Str BC:122BC: 1 lb Conc.Load at 3.0 lb Conc.Load at 1.50 �� �� N FF �O BC: 515 lb Conc.Load at 5.74 7.50BC: 637 lb Conc.Load at 5.50, a1j� �(, 83294PE �Q Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind .!� OREGON Wind loads and reactions based on MWFRS. r SLY 14,204 ' Right end vertical not exposed to wind pressure. �Sse 1� lar s•� Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tress Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anSBCA )fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10, .4111‘..as applicable. Applplates to eeach face oftrussand position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE 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,anv failure to build the ANfT,�,COMPANY truss in conformance with ANSI/TPI PI 1,or for handling,shipping,installation and bracin of trussesA seal on this drawing or cover ppaagges listing this drawing,indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is fhe responsibility of the guilding Designer per ANRI/TPI 9 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.iccsefe.org Job Number: 0518092 Ply: 1 SEAN:123160 /715 /HIP_ Cost:RR7175 JRef: 1WaU71750005 Gemtz 22162-3 Winch heel Prcl 1 Qty: 8 FROM:B8 DrwNo: 130.18.0943.14534 Truss Label: AG CY / GWH 05/10/2018 4'1"8 8'4" 41"8 { 478 1111.5X4 T 4.24lal L...-- C5 N M <7 11148X5(61) / '- T m a 1111 7 A -- %- 11111=11111=11111111 M i� �/ .►� F E 1111.5X4 1113X5 -I- I" 8'4" 1 2'9"15 41"8 4'2"8 I H 4'1"8 I 8'4" 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:1.1 CAT:II PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 23.1 Ce:1.2 VERT(LL): 0.007 F 999 360 B 576 /64 /- 1- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.018 F 999 240 E 305 /44 /- I- 1- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - Wind reactions based on MWFRS EXP:B Des IA: 42.00 HORZ(TL):-0.006 D - - B Min Brg Width Req= 1.5 Mean Height:19.78 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.639 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.269 Rep Factors Used:Yes Max Web CSI:0.148 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:2(0)14(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 77 -403 Lumber Top chord 2x4 DF-L#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Special loads TC:From -----(Lumber D0 plf at-1 -2.83 to Plate D71 psf at 1 10 00 ,� ¢�p PRpfiFs , TC:From 2 plf at 0.00 to 2 plf at 8.33 (�( h / BC:From 2 BC:From 0 psf at 0.00 to 2 plf at 8.33lf at 0.00 ,` �✓• �A BC: 46 lb Conc.Load at 2.72 AC /�` 83294PE "9 BC: 253 lb Conc.Load at 5.55 OREGON "334 ICY 14,20th 0 sselI Tan•t Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by.TPI anaSBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext braang per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall hay a proper) attached npid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,87 or B10Y ..4116 as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. defer to ALPINE' drawings 160A-Z for standard plate positions. AIpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the n truss in conformance with ANSI P1 1,or for handling,shipping,installatidn and bracin of trussesA seal on this dr3wirig or cover paneAN listing this drawing indicates acceptance of roTessfonat 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 ANSUTPI 1 Sgec.2. 8351 Rovana Circle IC.,,,...e l,,M,nar,n WE mrs jou s general notes page ani mese web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org,SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:123164 /T10 /HIP_ Gust:RR7175 JRef: 1WaU71750005 Gerntz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14641 Truss Label: AGA CY / GWH 05/10/2018 3'11"12 8'0"8 i' 3'11"12 4'0"12 I111.5X4 T - 12 3X5 '�/ i 4.24 -- C a ih 1114X5(G1 \ v /B �� T I � fl 1 A� `: 'LA F E 1111.5X4 1113X5 8'0"8 1 H 2 9"15 3'11"12 4'0"12 3'11"12 8'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /11 /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.007 F 999 360 B 566 /63 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.016 F 999 240 E 292 /47 /- t- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - Wind reactions based on MWFRS EXP:B Des Ld. 42.00 Mean Height:19.73 ft - HORZ(TL):-0.005 D - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.639 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.276 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:0.130 Loc.from endwall:NA FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 74 -378 Lumber Special loads Top chord 2x4 DF-L#2 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Bot chord 2x6 HF#2 TC:From 0 plf at -2.83 to 71 plf at 0.00 Webs 2x4 HF Std/Stud TC:From 2 plf at 0.00 to 2 plf at 8.04 :Lt Stub Wedge 2x4 HF Std/Stud: BC:From 0 plf at -2.83 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 pit at 8.04 Loading BC: 46 lb Conc.Load at 2.72 Bottom chord checked for 10.00 psf non-concurrent BC: 253 lb Conc.Load at 5.55 bottom chord live load applied per IBC-15 section 1607. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. �t� � GN © 6 � t46 "AG 83294PE � OREGON "134 ICY 14,20"da JO *soil Tao Renewal 6/30/2018 05/11/2018 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propePl attachd rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10y as appplicable. Apply plates to each face_ottruss and position as shown above and on the Jointetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positrons. Alpine,a division of ITW Building_qComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN IiW COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shi ping,installation and bracing of trussesA seal on this drawing orr cover ppaagge� listing this drawing,indicates acceptance of ro7esslonaf engineering responsibility solely for the design shown. The suitaabil' and use of this drawing for any structure is the responsibility of the Buildin Designer per ANSUTPI 1 ma, .2. 8351 Rovana Circle 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.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:183656 /T30 HIP_ Cust:R7175 JRef:1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:BB DiwNo: 131.18.1159.48643 Truss Label: AGS BFR / RTT 05/11/2018 11.11.5X04 12 i 4.24 L- N 1113X7(G1) N ih B____--- M T 9'12 ■• A _ � D 111.5X4 r 5'6"1 1 { 2'9"15 f 5 6"1 H 5'6"1 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 479 /37 1- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA D 172 /3 /- /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.002 D - - B Min Brg Width Req= 1.5 Mean Height:19.28 ft NCBCLL:10.00 TCDL:3.0 psf Code!Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.670 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.108 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:0.226 Loc.from endwall:NA FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud :Lt Stub Wedge 2x4 HF Std/Stud: Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 0 plf at -2.83 to 71 plf at 0.00 TC:From 2 plf at 0.00 to 2 plf at 5.51 BC:From 0 plf at -2.83 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 5.51 BC: 46 lb Conc.Load at 2.72 Loading bottom 0 Bottom chord livetload applied ecked for 0 psf non concurrent ���EO PROp per IBC-15 section Wind �'�� ��GiN� in �(�y Wind loads and reactions based on MWFRS. (t/ 83294PE Je- Right end vertical not exposed to wind pressure. Q' 0,00-" OREGON �4, �'tY 14,g0� 0 se tt Tar4 Renewal 6130/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by,TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (so3>357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefl attached ngid ceiling Locations shown for permanent lateral reStrdlnt 8f webs shall have bracing ins-tailed per BCSI sections B3,B7 or B10y �` as applicable. Apply plates to each face oftrussand position as shown above and on the Join Details, unless noted otherwise_ Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.,shall not be responsible for any deviation from this drawing'anv failure to build the AN RW COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation bracing_of trussesA seal on this drawing or cover pate listing this drawing,indicates acceptance of pproTessional engineering responsibilitysolely for the design shown. The suitability and use of this aawino for any structure is the responeihility of the Ruile ing oaeig r par ANQl/Tat 1 a,-9 8351 Rnvena Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpine6w.com;TPI:www.tpinst.org;SECA:www.sbcindustry.com;ICC:www.Icese/e.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEQN:161587 /17 / JACK Gust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 21 FROM:BB DrwNo: 130.18.0943.14768 Truss Label: A CY / GWH 05/10/2018 1111-5X4 C 12 6 III 1.5X4(**) • B N W � <h 111.11111.11 Ate/ E 1111.5X4 3X5(**)(I) 1'10"3 - 2' 1'10"3 110"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Deft!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 B 999 360 E 317 /44 /165 I- /37 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 D 23 /18 /26 I- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.008 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.011 C - - E Min Brg Width Req= 1.5 Des Ld :10.00 Mean Height:18.80 ft Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - TCDL:3.0 psf Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.350 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.411 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes (**)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 IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C � PRO,. member design. / t��y� �C,iNFfi a83294PE 9 OREGON 19, `14Y14 xe 0 *sell Tan's Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefl attached mod ceiling Locations shown for permanent lateral restraint 8f webs shall have bracinginstalled per BCSI sections 63,87 or B10y /11166 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 Alpine a division of I1 Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the N RN/COMPANY r truss in W conformance with ANSI/TPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drawing or cover pa�c listing this drawing,indicates acceptance of proTessionaf 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 ANSUTPI 1 Sic 2 8351 Rovana Circle T-ormom imormanon see mos job's general es 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: 0518092 Ply: 1 SEQN:123137 /76 / JACK Cust:RR7175 JRef:1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 17 FROM:BB DrwNo: 130.18.0943.16046 Truss Label: Al CY / GWH 05/10/2018 1111.5X4 D i 12 6 3X5 R C N B N M ih O .L AJI( y E III 1.5X4 _L III3X7(E5) 1 3'10"3 i l' 2' 3'10"3 "' 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CS1 Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 360 /50 /186 /- /58 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 126 /38 /65 I- I- /- BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.007 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.017 C - - B Min Brg Width Req= 1.5 Mean Height:19.30 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - TCDL:3.0 psf BearingB is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.369 a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.110 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.180 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ,0R�) PROpFss 6. �GtN i0 Lid -4i 83294PE ,, OREGON 134 `ZLY 14 20- t0 ssell Tar. Renewal 6/30/2018 05/11/2018 `"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byy.TPI anr3SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefl attachd rigid ceiling. Locations shown for permanent lateral reetrSmt Of webs shall have bracing installed per BCSI sections B3,B7 or B10y 41114* as applicable Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the AN IIw•.oM81NY truss in conformance with ANSIlTPI 1,or for handling,shipping,installatidn and bracing of trussesA seal on this drrwing or cover page listing this drawing,indicates acceptance of praessionaf engineering. responssbility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle ror more tnronnaBon see nits tows 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: 0518092 Ply: 1 SEQN:123167 /T8 I EJAC Gust:RR7175 JRef: 1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14533 Truss Label: AA CY / GWH 05/10/2018 1111.5X4 DE — 3X5 12 6 so B O / y A ------ �ler� h� 3X7(E5) 1113 5GF I 5'8"12 5'8"12 2' F- 5'8"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICS!Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 425 /60 /218 /- /78 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA F 224 /63 /115 /- I- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:19.77 ft HORZ(TL):0.100 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - TCDL:3.0 psf Bearing B is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.431 9 a 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.238 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:0.388 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HE Std/Stud :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. PROpF .. 0 83294PE .rte OREGON <, *'LY 14,20fl0 0 'seen Ta " Renewal 6/30/2018 05/11/2018 *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana'SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingr BCSI..Unless noted oTherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a property attachrri id ceiling. Locations shown for permanent lateral restraint 6f webs shall have bracin 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 ALPINE drawings 160A-Z for sandard 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 AN INV COWAN,' ss in conformance with ANSI/TPI 1,or for handlinf� shipping,installatidn and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prdiess!onaT engineering, responsibility solely for the des shown. The sutfability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sac.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpnst.org;MCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEQN:123139 /T25 /JACK Gust:RR7175 JRef:1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DiwNo: 130.18.0943.14034 Truss Label: A2 CY / GWH 05/10/2018 12 1111.5X4 67" B A / I ■ O Wialiwo I. C 1113X5 3X5(8 1) 1'10"3 1'10"3 hH 110°3 Loading Criteria(psf) (Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 ,Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA A 86 /7 /42 /- /17 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA C 73 /21 /38 /- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B HORZ(TL):0.000 8 A Min Brg Width Req= 1.5 Des Ld: 42.00 Mean Height:19.30 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 C Min Brg Width Req= - TCDL:3.0 psf BldgCode: IBC 2015 Max TC CSI: 0.021 Bearing A is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.010 Members not listed have forces less than 375# Spacing:24.0" 1 C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.032 Loc.from endwall:Any FT/RT:2(0)/4(0) I GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x6 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. � , ©P �ERop . (p ' GIN F 'o �4, 83294PE 9 .e� OREGON ~ Act, e G `4LY 14,20- �f sva -en Tan`- Renewal 6130/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefl attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracinginstalled per BCSI sections 83,B7 or B10y as applicable Applplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard plate positions. Alpine,a division of ITW Buildingg Components Growp Inc..shall not be res nsible for any deviation from this drawing,any failure to build the ANRWCawNNY friss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracin.of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of roTessfonar 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;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:123141 /T12 /JACK Gust:RR7175 JRef:lWaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty 1 FROM:BB DrwNo: 130.18.0943.14642 Truss Label: A3 CY / GWH 05/10/2018 1111.5X4 C 12 T 6 1_,.i 1 3X5 / CDN GV A T ri o ''pp 1113X7(E5) D 11.5X4 r 3'10"3 i 310"3 H3'10n3 Loading Criteria(psf) I 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:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA A 166 /17 /82 /- /39 /- BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA D 166 /46 /86 I- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 — HORZ(TL):0.049 B - - A Min Big Width Req= - Mean Height:19.80 ft D Min B Width NCBCLL:10.00 Code I Misc Criteria Creep Factor:2.0 r9 Req TCDL:3.0 psf Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.259 Members not listed have forces less than 375# Load Duration:t15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.118 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.197 Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): i Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 'Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. PROF .4,,e'e' -StS� .�s, G1NE . O O4'� F 83294PEa OREGON 13 . `iLY 14,2400 4L tassels •Tan`� Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by.TPI ana'SBCA)for safely practices prior to performing these functions. Installers shall provide temporary 003)357-2118 Ext bracing per SCSI.,Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a prooeriy attach rigid ceillna Locations shown for permanent lateral restraint of webs shall have bracing inslalied per BCSI sections B3,B7 or B70, �., as applicable. Apply plater to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE' 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 drawinS7 any failure to build the AN I W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracinaof trussesA seal on this drbwirig or cover page listing this drawing indicates acceptance of oprc essronal 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 Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpinattw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Job Number: 0518092 Ply: 1 SEQN:123143 /T13 /EJAC Cust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 30 FROM:BB DrwNo: 130.18.0943.14767 Truss Label: A4 CY / GWH 05/10/2018 1111.5X4 D I 12 6 �� of rn ih ih 1 E III _L 1113X7(E5) 3X5 5'11"4 1 2' 511 4 -� 5'11"4 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:1.1 CAT:II PP Deflection in loc Udefl U# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 436 /44 /222 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 231 /49 /120 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.052 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00Mean Height:15.00 ftHORZ(TL):0.122 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - TCDL:3.0 psf Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.490 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.264 Spacing:24.0" RepFactors Used:Yes Max Web CSI:0.461 Members not listed have forces less than 375# C&C Dist a:3.00 ft Loc.from endwall:My FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. PROFESS co' F 4G%N 7O z. „Zi/ 83294PE OREGON ''LY 14,240 �0 Ssetl Tan Renewal 6130/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 21 OR 97113 Component Safety Information,by TPI and SBCA)fisafely practices prior to performing these functions. Installers shall provide temporary (so3)357-2118 Ext perbrawngBCSI..Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling Locations shown for permanent lateral rettramt Of webs shall have bracing installed per BCSI sections B3,B7 or B10Y as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. defer to A IPL NE 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 ANfiwCQMRWY truss in conformance with ANSI/TPI 1,or for handling.,shipping,installation and bracinaof trussesA seal on this drawing or cover pagelisting 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 ANSUTPI 1 Sec.2. 8351 Rovana Circle ror more mrormanon see mis job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.icrsate.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEAN:183660 /T1 EJAC Cost:R7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 131.18.1159.55380 Truss Label: A5 BFR / RTT 05/11/2018 2'9"14I 5'11"4 29"14 3'1"6 1I11.5XD4 -i- 12 12 6 1,---- -0 48(5 - i-048X5 .3X6 o a A l 'AP*1114' i' T El II il 1 • • .! o ►=,. F 1113F7 1113X7E 1114X8(E5) A 5'11'4 A 2'9"14 '131'6 H 2'9"14 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.012 F 999 360 A 978 /182 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.027 F 999 240 E 803 /161 /- /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 B - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 HORZ(TL):0.011 B - - A Min Brg Width Req= 1.6 Mean Height 20.32 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.154 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.491 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:0.454 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp_ GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 232-1170 B-C 216 -1110 Lumber Top chord 2x4 HF#2 Maximum Rot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-F 1000 -195 F-E 945 -185 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' 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 72 plf at 0.00 to 72 plf at 5.94 F-C 891 -157 C-E 218 -1110 BC:From 7 plf at 0.00 to 7 plf at 5.94 BC: 86 lb Conc.Load at 0.00 BC: 762 lb Conc.Load at 2.00 BC: 461 lb Conc.Load at 4.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section Rom 1Wind ,5 ��t N F � X94 Wind loads and reactions based on MWFRS. si Right end vertical not exposed to wind pressure. ,,W 83284PE .�tt OREGON I'4 ICY 14,20Ow c sett Tan's Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ancl'SBCA)'Or safety practices prior to performing these functions. Installers shall provide temporary (503(357-2118 I bracingper SCSI._Unless noted Ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper! attachd rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicable. Appr plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for-standard plate positions. Alpine,a division of ITW Build!ncglComponents Group Inc..shall not be responsible for any deviation from this drawing any failure to build the AN rrv,:wMrbwv truss in conformance with ANSI/TPI 1 or for handling,shipping,installation and bracin of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of&rooessronaf engineering respons bility solely for the des/ n shown. The sutt3bility and use of this drawing for any structure is a responsibility of the uildina Designer per ANSIITPI 1 S-ec.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: 0518092 Ply: 1 SEQN:123145 /T29 /EJAC Gust:RR7175 JRef:1WaU71750005 Gerritz 22162-3 Winch heel Prcl 1 Qty: 3 FROM:BB DiwNo: 130.18.0943.14064 Truss Label: A6 CY / GWH 05/10/2018 III 1.5X4 D 12 T -r 6 3X0 Z7)7(r rn B fV M t_ is A /• t_� 1111.5X4 J_ 3X7(E5) 3'11"4 i 2 3'11"4 3.11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25-0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA B 363 /51 /188 /- /59 15.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA E 131 /39 /67 /- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 C - - Wind reactions based on MWFRS EXP:B Des Ld 42.00 Mean Height:19.32 ft HORZ(TL):0.019 C - - B Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.369 Bearing B is a rigid surface. Load Duration:1-15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.116 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:0.190 Loc.from endwall:Any FT/RT:2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. IkEO PROFSS.0 vtGiNq. 94_ ,_14/ 83294PE g OREGON 134 "01.1'14,20° e *sell Tarts-, Renewal 6/30/2018 05/11/2018 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components or Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 488 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 0 357 US OR 97113 Component Safety Information,by TPI anr°SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI._Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a pro�ePl attach riggid ceiling Locations shown for permanent lateral restrdlnt of webs shall have bracingg installed per BCSI sections B3 B7 or 610Y as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. reefer to ALPINE 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 drawin anv failure to build the AN Riv wcoMRx Miss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracinl�of trussesA seal on this drawirig or cover page listing this drawing,indicates acceptance of pro-fessronaf engineering responsibility solely for the desiggn shown. The suiPability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I S-ec.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 135628 Job Number: 0518092 Ply: 1 SEON:182649 /T47 I HIPS Gust:RR7175 JRef: 1WaU71750005 Gerritz 22182-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14720 Truss Label: HG CY / GWH 05/10/2018 3'11"4 4'10'12. 8'10" 3'11"4 - 11"8 3'1r4 =4C5 =4605 12 T 6 ;--.,-3X5 3X5 BE N A / ` F 93 =lam I x•m hi_, _� • t_1 ►a 1 .=a H G ._"J 1111.5X4 =3X5 III3X10(E3) 1113X10(E3) =4X5( 3) =4X5(E3) • 8'10" j 3'11"4 , 11"8II 3'11"4 311"4 4'10"12 8'10" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.021 B 999 360 I 684 1 94 I- I- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.050 B 999 240 J 684 /94 /- /- I- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.026 B - - I Min Brg Width Req= 1.5 Mean Height:15.00 fl J Min BrgWidth Req1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 'TCDL:3.0 psf Bearings I&J are a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.163 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.221 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:0.505 Loc.from endwall:Any FT/RT:2(0)l4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 137 -999 D-E 126 -946 Lumber B-C 125 -939 E-F 138 -1006 C-D 109 -818 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' A-H 815 -108 G-F 821 -109 Special Loads H-G 798 -107 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 72 plf at 0.00 to 72 plf at 8.83 BC:From 14 plf at 0.00 to 14 plf at 3.95 BC:From 7 plf at 3.95 to 7 plf at 4.89 BC:From 14 plf at 4.89 to 14 plf at 8.83 BC: 306 lb Conc.Load at 3.95,4.89 Loading Bottom chord checked for 10.00 psf non-concurrent 1607m chord live load applied per IBC-15 section \4�i© P�Qfi�ss Purlins ��� �>�G I N��� /OZ In lieu of structural panels use purlins to brace all flat lj/ 83294PE y TC @ 24"oc. QC owe."' Wind Wind loads and reactions based on MWFRS. OREGON 134 es 14,2°- die Tan' Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingPer BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a proeefl attachd rigid ceiling Locations shown for rmanent lateral reltraint Of webs shall have bracin insalled per BCSI sections B3,B7 or t310Y as applicable. ApppT�plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z forYstandard plate positions. Alpine,a division of ITW Building_Components Grow Inc..shall not be responsible for any deviation from this drawing any failure to build the AN ITV/COMPANY 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 proTessionaf 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.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 0518092 Ply: 1 SEQN:162653 /T40 /COMN Gust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14019 Truss Label: H CY / GWH 05/10/2018 32"8 511" 6'5" 3.2.8 2'8"8 I-6"{ =4X5 12 B T 6 � /1 1111.5X4 1.5X4 1111.5X4 v A % 11 M / , 1 1 e F 3X5 1113X5 1111.5X4 V5" 1 511" 511" 6'5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.015 C 999 360 G 277 /39 /121 /- /23 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.036 C 999 240 E 277 /39 /121 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.029 D - - G Min Brg Width Req= 1.5 Mean Height:15.00 ft E Min B Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 r9 TCDL:3.0 psf Bearings G&F are a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.259 9 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.229 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:0.218 Loc.from endwall:Any FT/RT2(0)14(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Eo PROFF 401' ss ��CO 4G%EY,etr ,o 83294PEJr .et OREGON # 4?1Ly14,200e *sell Tar's Renewal 6130/2018 05/11/2018 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Mrsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI._Unless noted otherwi top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachd rigid ceiling Locations shown too('permanent lateral restraint Of webs shall have bracingmsTalled per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face_oftrussand position as shown above and on the Joint tails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincq�Components GroupInc..shall not be responsible for any deviation from this drawing any failure to build the nr,nw:�,Puar truss in conformance with ANSI/TPI P1 1,or for handling,shipping,installation and bracing of trussesA seal on this drdwifig or cover page listing this drawing,indicates acceptance of pro ssiona,engineering responsibility solely for the des'�an shovwn. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.. 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: 0518092 Ply: 1 SEAN:162656 /T11 /SPEC Gust:RR7175 JRef: 1WaU71750005 Gemtz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14502 Truss Label: H1 CY / GWH 05/10/2018 3'2"8 vl 5'11"8 3'2"8 29" =4X5 12 B -r 6 L,--II 1111.5X4 11.5X4 CD T M T A; ty in I e"' F E 1113X5 1114X5 1 5'11"8 i 511"8 5'11"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:1.1 CAT:II PP Deflection in hoc Udefl U# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):-0.002 E 579 360 G 254 /35 /112 I- /22 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.007 E 999 240 E 261 /38 /112 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.003 D - - G Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - TCDL:3.0 psf BearingG is rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.185 a Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.273 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.201 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Ep PRop�ss ��� SO 41 a (c, 83294PE 4 OREGON /0 'LV 14 2000 e 4 *Solt Tan' Renewal 6/30/2018 05/11/2018 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and f9' f (503)357-2118 Ext v } er safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,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 ap licable. Apply lates to each face oftruss and p ,osition as shown above and on the Joint-Detailsunless noted otherwise. Refer to A..41111 IPL NE drawings 160A-Z for-standard plate positions. Alpine,a division of ITV)/Buildin Components Group Inc.shall not be responsible for any deviation from this drawing anv failure to build the AN MgCOPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drSwing or cover page listing this drawing indicates acceptance of pro7essionaf engineering responsibility solely for the desi1 n shown. The suitability and use of this drawing for any structure is the responsibli of the Buildin 1 Desi.ner r ANSUTPI 1 8351 Rovana Circle • . ` •• ' i r•,•s r nera •es•:,.ea •I -sewe•sites:ALPINE:www.a•ineitw.com;TPI:www.'inst..e;SBCA:www.sbcindu .tom;ICC:www.iccsate.•a acramento,CA 95828 Job Number: 0518092 Ply: 1 SEQN:162647 /T43 /MONO Gust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 4 FROM:BB DrwNo: 130.18.0943.14080 Truss Label: J CY / GWH 05/10/2018 1 4 1 8' 4' 4' 1111.5X4 OE T — s 12 s c5 6 V A 1111.85X4 / FT 7 111111 M1 ■■ (i' - �' - GF II3X5 1114X5 1 8' 1 I 2' 1- a' -I a' 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:1.1 CAT:II PP Deflection in loc Udefl IJ# Loc R al /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.004 C 999 360 H 515 /48 /260 /- /82 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.018 F 999 240 F 330 /71 /173 1- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 E - - Wind reactions based on MWFRS Des Ld: 42.00 EXP-B HORZ(TL):-0.004 E - - H Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.370 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.503 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:0.427 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 ~Lumber I Top chord 2x4 HF#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. AtIL�p PRO fi�SS �%� taGINE� -O 83294PE dch9 ir 00,00^- OREGON <s �Ly 14,204 �0 Sell Tan'. Renewal 6/30/2018 05/11/2018 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracinfg�installed per BCSI sections B3,B7 or B10y as applicabe Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE L ,P N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Grou Inc..shall not be responsible for any deviation from this drawing,any failure to build the ANITWCOMPANY truss in conformance with ANSI/TPI 1 ,or for handlir>P�gt,,shipping,installation and bracinaof trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessfonaf 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 mrormation see This lob's general notes page end these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacrad`A-91jb28 Job Number: 0518092 Ply: 1 SEQN:162645 I T39 /HIPM Cust:RR7175 JRef:1WaU71750005 Gemlz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.14018 Truss Label: JG CY / GWH 05/10/2018 5'11"4 8 5'11'4 2'0"12 -4XX5 1111.5X4 ___.-----'iki, 12 4v 6 0.3X5 3X5 ��� C,,,/ m 11;M w / rn - i7 B �4 `° %o MB -1 A// 1113X1,(E3) 1113X5 1114X5 4X5(E3) A 8' -j 5'11"4 70"12 2' 511"4 - 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell L/# Loc R I U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.065 C 999 360 J 638 /105 I- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.159 C 851 240 G 893 /157 /- /- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.038 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.095 C - - J Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:Height: psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CS!: 0.548 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.158 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:0.704 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0Y4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 265 -609 C-D 75 -472 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x6 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud I-D 580 -79 D-H 105 -681 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 72 plf at -2.00 to 72 plf at 5.94 TC:From 36 plf at 5.94 to 36 plf at 8.00 BC:From 4 plf at -2.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 plf at 5.95 BC:From 7 plf at 5.95 to 7 plf at 8.00 BC: 542 lb Conc.Load at 5.95 BC: 234 lb Conc.Load at 7.94 Loading e' PR D opz. S Bottom chord checked for 10.00 psf non-concurrent Q. boott0om chord live load applied per IBC-15 section C17. sZ IXG N�'4 �o Purlins /1/ 83294PEIff' '9 In lieu of structural panels use purlins to brace all flat 14" Vie""" TC @ 24"oc. Wind Wind loads and reactions based on MWFRS. OREGON Right end vertical not exposed to wind pressure. SLY 94,4404 65. *Sell Tar" Renewal 6/30/2018 05/11/2018 *"WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fOr safe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefl attached rigid ceiling Locations shown for permanent lateral restraint 6f webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicable. ApppTy pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z fol'standard plate positions. AI ine,a division of ITW Buildin Components Group Inc.shall n:1st t be res nsible for any deviation from this drawing any failure to build the AN(NJ.OMW truss in conformance with ANSI,iP1 1 or for handling,shipping,Installation and bracinaof trusse nA seal on this drawing or cover page listing this drawing,indicates acceptance of roressiona�engineering responsibility solely for the deal n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page end these web sites:ALPINE www.alpinellw.com;TPI:www.tpinst.org;SBCA:www.sbcirdustry.com;ICC:www.iccsafe.org Sacramento,CA 96828 Job Number: 0518092 Ply: 1 SEQN:161585 I T48 I JACK Cust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 6 FROM:BB OrwNo: 130.18.0943.13878 Truss Label: B CY 1 GWH 05/10/2018 III 1.5X4 C 12 I 6 j III 1.5X4(**) B o I Z.,..) so v- - H CV A / ■1'a jE p.... .• _.---- D 111.5X4 III 3X5(**)(I) 1'10"3 f 2' { 1'10"3 H 1'10"3 Loading Criteria(psf) I Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 B 999 360 E 317 /35 /161 /- /31 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 B 999 240 D 23 /15 /24 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.010 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.014 C - - E Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min BrgWidth NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Req= - TCDL:3.0 psf BearingE is a rigid surface. Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.350 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.048 RepFactors Used:Yes Max Web CSI:0.458 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes (**)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 IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C f)'so PROp�, member design. S S. NyGtNE sib AAC 83294PE SP.'9 OREGON "A4, "l/CY 14,20� €0 *son Tao'. Renewal 6/30/2018 05/11/2018 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2718 F bracin per BCS!.Unless noted otherwise top chord shall have properly attached structural sheathinSt and bottom chord shall have a proppeefl attachri id ceiling. Locations shown for rmanent lateral restraint f webs shall have brainQ�rns'talled per BCSI sections B3,B7 or B10y as applicable. Applplates to each face oftrussand position as shown above and on the JoinFDetailS, unless noted otherwise. Refer to ALPINE drawings 160A-Z fbr standard plate positions. Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the AN ITN/COMPANY Miss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawirtg oror cover page listing this drawing,indicates acceptance of proTesslonaT 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 ANSUTPI 1 ec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:wwwm;.alpineitw.coTPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsefe.org Job Number: 0518092 Ply: 1 SEQN:162635 /T44 /JACK Cust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prci 1 Qty: 2 FROM:BB OrwNo: 130.18.0943.13924 Truss Label: B1 CY / GWH 05/10/2018 1111.5X4 C 12 6 0 3X5 o in CV M T / , FP _i_ A,, I.JIIIMIIIIIIM4 E113X5 1113X5 r 3'10"3 i H 3'10"3 2' 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 C 999 360 E 360 /34 /183 /- /48 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 C 999 240 D 126 /33 /68 I- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP.B HORZ(TL):-0.001 C - - E Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 D Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.350 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.121 RepFactors Used:Yes Max Web CSI:0.218 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. .4# PR Opp. Lel 83294PE 9 /r` OREGON /3,G 'LV 14 20 s0011 -ralor i Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bolt%m chord shall have a proper) attached rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracingcLiinstalled per.CSI sections B3,B7 or B10y /111140., as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Grow Inc.shall not be responsible for any deviation from this drawing any failure to build the AN fiw COMPANY truss in conformance with ANSI/TPI 1,or for handbag,shipping,installatidn and bracinaof trussesA seal on this drawing or cover ppaaggee listing this drawing indicates acceptance of prooessronaf engineering responsibility solely for the design shown. The suifabillty and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I sec.2. 8351 Rovana Circle Sacramento,CA 95825-- ror more mmrtnanon see=stows general notes page and these web sites:ALPINE:www.alpineitw.eom;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsefe.org Job Number: 0518092 Ply: 1 SEQN:162633 /T49 /EJAC Cust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:BB DrwNo: 130.18.0943.14783 Truss Label: B2 CY / GWH 05/10/2018 1111.5X4 C T T 12 6 53X5 Sn <V th CM 1111111.111.1gE E 1113X5D 1113X5 3'11"4 i 3'11"4 2' 3'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL 1W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 C 999 360 E 363 /34 /184 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.001 C 999 240 D 131 /34 /70 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - Wind reactions based on MWFRS EXP:B Des Ld. 42.00 HORZ(TL):-0.001 C - - E Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min BrgWidth Re NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 q= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.370 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2014 Max BC CSI: 0.127 RepFactors Used:Yes Max Web CSI:0.216 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. .<<G¢ep PROF-",SA% t9� NAGINq• O 83294PE 9 OREGON " 14,20 o4711.1'4711.1' ssetl Tao's Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building OORNE7I21 OR 97113 Component Safety Information,by TPI and'SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary (sos>357-2118 Ext bracing per BCSI.Unlesso noted herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached rigid ceiling. Locations shown for permanent lateral restraint 8f webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicable. Apppfyvplates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL NE drawings 160A-Z fee-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 AN RW COMPANY truss in conformance with ANSI/TPI 1 or for handling,shipping,installation and bracinilof trussesA seal on this drSwirtg or cover page listing this drawing indicates acceptance of proTesswnar 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 ANSUTPI 1 ec.2. 8351 Rovana Circle to more mnxmanon see tms)OD's general notespage and these web sites:ALPINE:www.al ineitw.com;TPI:www, nst. Sacramento,CA 95828 P tpi org;38CA:www.sbcindustry.com;ICC:www.iccsafe.org Job Number: 0518092 Ply: 1 SEQN:162637 /T41 /EJAC Cust:RR7175 JRef:1WaU71750005 Gerntz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:BB DrwNo: 130.18.0943.13926 Truss Label: B3 CY / GWH 05/10/2018 1111-5X4 CD — 12 6 %" f7 M 'a 3X5 • _ A / i II ►ti F E 3X5 1114X5 III5'11"4 5'11"4 2' 5'11"4 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:1.1 CAT:II PP Deflection in loc Udefl LI# Loc R /U /Rw /Rh I RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):-0.004 D 226 360 G 433 /40 /219 /- /65 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.010 D 999 240 E 234 /53 /123 I- I- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 D - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.004 D - - G Min Brg Width Req= 1.5 Mean Height:15.00 ft E Min B Width Re NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 r9 q= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.480 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.272 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:0.438 Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0y4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-G 283 -392 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ��¢>Ep PROpp 83294PE '9 OREGON cb `itY 14,20° €1Z, eaelt Tan' Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing..Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,bV TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide tempora yy (503)357-2118 Ext bracing per BCSI..Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10y as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the NtrWCaw'ANV truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drrwirig or cover me listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shovfn. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 ec.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 Sacramenm,CA fibB2E Job Number: 0518092 Ply: 1 SEQN:181583 /T46 /MONO Cust:RR7175 JRef:1WaU71750005 Gerritz 22162-3 10inch heel Prci 1 Qty: 6 FROM:BB DiwNo: 130.18.0943.14626 Truss Label: 84 CY 1 GWH 05/10/2018 III 1.5X4 CD 12 6 3X5 v (V d0 ism A r►�i F E 4X5 II 3X5 2'5"8 ^i 2`5"8 I` 2' 1 2'5"8 H Loading Criteria(oaf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udell U# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL): 0.000 B 999 360 G 321 /32 /163 I- /36 /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.001 E 999 240 E 49 /20 /37 /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.001 C - - G Min Brg Width Req= 1.5 NCBCLL:10.00 TCDL:3.0 psf Code!Misc Criteria Creep Factor:2.0 E Min Brg Width Req= - Soffit: 2.00 BCDL0.6psf Bldg Code: IBC 2015 Max TC CSI: 0.350 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.040 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:0.214 Loc.from endwall:Any FTIRT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. R � o Po�� ss 41 AZ, .`" 83294PE OREGON */34 'VCY 14,20' e sset! Tars Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3) US OR 97113 Component Safety Information,by TPI end SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (`03)357-2118 Ext bracingper BCSI.,Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a pro attachd rigid ceiling Locations shown for permanent lateral restraint Of webs shall have bracinginsTalled per BCSI sections B3,87 or B10y as applicable. AppTy plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. }defer to ALPINE 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 anv failure to build the ,,nr,,,,Cc,,,AN. 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 rooessronaa engineering responsibility solely for the design shown. The s uDibflity and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 5"ec.2. 8351 Rovana Circle For more information see this job's general notes page end these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org oacramemo,t,A V00215 Job Number: 0518092 Ply: 1 SEQN:162641 /T42 /HIP_ Cust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 1 FROM:BB DrwNo: 130.18.0943.13894 Truss Label: BG CY / GWH 05/10/2018 4'1"8 8'4" 4.1"8 1- 4'2"8 { 1111.5X4 EF - 12 4.24 : ==•• DS j/ % B ' i7 � J. I HG III 3X10(E3) 1111.5X4 3X5= =3X5(E3) r 8'4" 1 F 2'9"15 + 41"8 + 478 'I 4'1"8 8'4" 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:1.1 CAT:II PP Deflection in loc L/defl LJ# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:23.1 Ce:1.2 VERT(LL):-0.009 C 999 360 j 573 /49 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):-0.021 C 999 240 G 308 /36 /- /- /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.006 C - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):-0.013 C - - J Min Brg Width Req= 1.5 Mean Height:15.00 ft NCBCLL:10.00 TCDL:3.0 psf Code/Misc Criteria Creep Factor:2.0 G Min Brg Width Req= - Soffit: 2.00 BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.358 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2014 Max BC CSI: 0.255 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes I Max Web CSI:0.135 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0y4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 57 -387 Lumber Special loads Top chord 2x4 DF-L 2400f-2.0E --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Bot chord 2x6 HF#2 TC:From 0 plf at -2.83 to 71 Of at 0.00 Webs 2x4 HF Sid/Stud TC:From 2 plf at 0.00 to 2 plf at 8.33 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.990' BC:From 0 plf at -2.83 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 8.33 Loading BC: 46 lb Conc.Load at 2.72 Bottom chord checked for 10.00 psf non-concurrent BC: 253 lb Conc.Load at 5-55 bottom chord live load applied per IBC-15 section 1607. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. PRopS AO' �� �G1N tr is ki 83294PE 41 p OREGON fit, `-/LY 14,20- e0 ss ,11 Tari' Renewal 6/30/2018 05/11/2018 "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR 357 21 OR 97113 Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503}357-2118 ext bracing per t3CSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper/ attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracingg installed per BCSI sections$3,B7 or B10Y as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z fo,standard plate positions. Alpine,a division of 11 W Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN 11W COMPANY 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 praessronaf engineering responsibility solely for the des n shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle r-or more mammon see Crus fors general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.org;SBCA:w`vw.sbcindustry.com;ICC:www.iccsate.org Senaarne,Ab,CA 9'0828 Job Number: 0518092 Ply: 1 SEQN:182639 /T33 /HIP_ Gust:RR7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 2 FROM:BB DrwNo: 130.18.0943.16077 Truss Label: BGA CY / GWH 05/10/2018 III 1-5X4E T T 12 4.24 t__.-- 0-3X5 C o ' b B M N <h :5T A _________----____/ / H -• GF - III � III3X10(E3) 1.5X4 3X5(E3) 5'6"1 A F 2'9"15 I 5 6"1H 5'6"1 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:1.1 CAT:II PP Deflection in Ioc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:23.1 Ce:1.2 VERT(LL):NA H 476 /28 /- /- /- /7.8 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL):NA F 175 /1 /- /- I- I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 C - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.018 C - - H Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 F Min Brg Width Req= - TCDL:3.0 psf BearingH is rigid surface. Soffit: 2.00 ' BCDL:0.6 psf Bldg Code: IBC 2015 Max TC CSI: 0.639 a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.116 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:0.219 Loc.from endwall:Any FT/RT:2(0u4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Topchord 2x4 DF-L#2 Special loads --(lumber Dur.Fac.=1.151 Plate Dur.Fac.=1.15) Bot chord 2x6 HF#2 TC:From 0 plf at -2.83 to 71 plf at 0.00 Webs 2x4 HF Std/Stud TC:From 2 plf at 0.00 to 2 pff at 5.51 :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.979' BC:From 0 plf at -2.83 to 4 plf at 0.00 BC:From 2 plf at 0.00 to 2 plf at 5.51 Loading BC: 46 lb Conc.Load at 2.72 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. ��REo PRO,�Fss ��co �yGtNe. /O 41 83294PE 7 OREGON /34 'VLY 14,20-' 740 * eon Tar' Renewal 6/3012018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNE7 OR 97113 Component Safety Information,by TPI anaSBCA)Kr saferactices prior to perfoming these functions. Installers shall provide temporary (�3)357-2118 Ext bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper) attached n id ceiling. Locations shown for permanent lateral restraint Of webs shall have bracing installed per BCSI sections B3,B7 or B10Y as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITBuildingg Components Group Inc._shall not be responsible for any deviation from this drawin anyv failure to build the AN Rw COMPANY truss in conformanceW with ANSIITPI 1,or for handling,shipping,installation and bracing_of trussesA seal on this drwin or cover page listing this drawing,indicates acceptance of pro7essionaa 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 Sbc.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 aacramerxo,‘.'A traUlD Job Number: 0518092 Ply: 1 SEQN:183716 /T52 HIP_ Cost:R7175 JRef: 1WaU71750005 Gerritz 22162-3 10inch heel Prcl 1 Qty: 4 FROM:BB DrwNo: 131.18.1200.00123 Truss Label: FT1 BFR / RTT 05/11/2018 61 t"2 27013 �4r 1 62 ' l r I 27-11 carr G T 1z 7 ill tD 3.42 g2x4(OBR) ; 1 AIS llH I 1oe"1 1t 4 f- r zI r I r1 1La1.11"2 4' I 6' e 10' 10S"1 2103 r' i1rl Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSl Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl LI# Loc R /U I Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:23.1 Ce: - VERT(LL):0.000 - - 360 A' 1 I- /- I- /- /252 BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 E 999 240 A Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Bearing A is a rigid surface. Des Ld: 42.00 EXP.NA HORZ(TL):0.000 E - - NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IBC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.003 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:M4,M5 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. ���ep PROp ess �.G �-G1NEtc 'O " 83294PE Pb r OREGON /3 4 `tiLY 14,200 Q1 sell Tat". Renewal 6/30/2018 05/11/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI andSBCA)foo safe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing Per BCSI.,Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro�erl attached rigid ceiling. Locations shown for permanent lateral restraint Of webs shall have bracingf�jnstalled per BCSI sections B3,B7 or B10' �\ as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin q.components Group Inc..shall not be responsible for any deviation from this drawinq,anv failure to build the An RwcOMPANY 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-fessionaf engineering responsibility solely for the desf n shown. The suitability and use of this drawing for ny structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpinefw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org aatxarnento,LA tlW1° V CLQ Rein -Forcing ernloer Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,. i` Apply to either side of web narrow face. ,# Attach with 10d (0.128'x3.0',min) nails at 6' o.c. Reinforcing member is Notes: a minimum 8th 0of web member ,, This detail is only applicable for changing the specified CLR , shown on single ply sealed designs to T-reinforcement or ,� L-reinforecement or scab reinforcement. I> Alternative reinforcement specified In chart below may be conservative. om For minimum alternative reinforcement, re-run design with appropriate BB11T X \1reinforcement type. /)(` T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecenent Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. NI Attach with 10d (0.128'x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 807. of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. G1O Center scab on wide face of web. Apply (1) scab to each I face of web. NE MINI wA"'orrle REAR "o FOLLOW ALL NOTES IN THIS BRAND° TC LL PSF REF CLR Subst. eaPwOtTAnnAt FURNISH TIES BRAVING TO ALL CONTRACTORS DCLtielfi THE INSTALLERS. pr Trusses req.*,extnne core in fabricating,handling. Yrste end and Refer to and TC DL PSF DATE 10/01/14 follow Unt ea notedtices otherwise,top performing th rd hat have properly e° ,s shall�sbvcMW>fovide �emnp�and Walton chord �Jdng per SCSI ����GPNF�FSSiO BC DL PSF DRWG BRCLBSUB1014 r shall have a properly attached rqq ceiling. Locations shown for pernanent lateral restraint of ribs 0� s' 1.F Z 1 shall hove bradng Inssaafeds per OM sections 13.37 or ME,as eppUcable. Apply plates to each face (V 83294PE //' ��...� of too drawings I position z forstandngdardda d plate Gropow atoMa.urdess noted atMrabe. ¢�:- y BC LL PSF I'^'1 AN JTWGOAAIMNY tlisdrawing,any faaI re to of ITV Mrld Cthe truss I+conformance�dgh NISVreasonable PT L or for or on deviationshipping, T❑T. LD. PSF installation I braerrg of trusses. A seat on Nis dreams or cover Wing Nis dra* .bxBcates aeaptonce of profen pnel OREGON «...r.ep«irEl�r restorability dear/ Designer Aand Seca`'r6aine AG v 14,2009 e. DUI. FAC. 13389 Lakefront Drive fa`°nY s 4 respofN6llty of notespope —, Earth City:M083045 ALPS..alp*1 tteconj TPiI veetpbrssttasg1 genera www.ibcfrdustryha rg,ISO wNjecsafearg $s8p Tani nore this SPACING 0000 1a 201"8'° * Hip Frame Details Hip Frame W4X4, Min.ljI\ • _ B - 24,' _--- ■ W • Con • ■ Tr sses TYP ■ v ■ W1.5X3 • ,/.;S.M ■ YP ■ �/I�i 0I1� • Stepped Hip ■�, ��i.i�i�i.i��'■ System Trusses 2x4 Chords 2x4 Purtlns .1.1 ,,11.11111.110.111, 1111=_ • l l l l l d d r . ■____ ■i■t�iii ii�imilmiNIEM. IIIIIIIL ■I� �� -� �1 Hip Setback] ■I'''1111e�'71 rt,���jj III_____ ��I , ►Pitched and Sheathed r■■■■■■■■■■■■■\■■� Chord Area Alill 111 Hip Frame* / B , Bottom Chord W3X4, Min. o- Attach hip frame to flat chords of stepped hips at all 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 10d common (0.148'x3') nails @ 6' o,c. maximum spacing. Hip frame stops at plumb cut of -B Hip Frame B jacks to maintain pitch continuity. Section B-B * Hip frame lumber Is SPF, So. Pine, HF, Co or DFL Standard, Stud grade, or better. ------"2 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. Stepped Hip • purlins must be Intact and properly attached. H Sietba + Sck ~ ystem Trusses Jse this detail fors ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. frame is designed to ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hipprovide 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 panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hip frame purlins. nomaaso.READ ma FOLLOW ALL NOTES a TII6 oRAVM8 REF HIP FRAME •) owes rue=I fl[S BRAVING m ALL COITIMC1QlS IMMURING THE INSTALLERS. Trusses require waren*care It fabricating,handling.shipping,Installing and brac%n Refer to and PROP. DATE 10/01/14 follow the latest edMlon of SCSI(auaeiig Co ponent Safety Infor atbn,by WI and SBW for safety YGO Ipractices prior to perfornblg these fv.ctkns. Integers shell provide tenporary�Uroc�g per ICSL ,4 SS, A Hess noted otherdp,tap chord shwa haw properly nttadvd structural dheotrWlp and bettor chord h Ci1Ne; /p DRWG HIPFRAME1014 E., dolt haw a property attached rigid csfhrg.aI c tbns ffa11R1 far plrnalMlnt(atrial reatP0Y1t of aebi �('J` �/832B4PE`-r y ,� ��� shalt how Mtaaed per S] Ctfan 83,aT or gig,as oppticoble. Apply pla to sack face of Mrs and as shorn ol,ave and on the JODt Details, p notal !r Refer to dra�lSaA-Z for standard Wah posFdans. AN NV/COWAN( * a dv.lPa TV ChtarnunnwarUnenostee ad!hnotNIb/TPIerI. rdbe oFaaevshQMpobnpFrom Mtadatico 16r ow'p A pat on Nis droving or cover listing thk n. The Rebates aeapteree of professional OREGON �MereeparuM{y erety� f d�e�n In *i The n per and lip Of Rills dMMrp "!r(r 1a,29d° i0 t1/' Nle thr had%nesigrar per ANSI/Tu I sect 4 13389 Lakefront Drive far enY s Fp, ,e Ifornall n see thh Job's general notes ofd Chep sib ekes sse1lTan' Earth City MO 63045 ALPD,Ej pw TPL eew alpMke.caro tpYrstorg)SHCM try.argl ICG eedccsaFe„rg 05/11/2018c * Hip Frame Details Hip Frame B - W4X4, Min. MI INIVAIIIIMII MI ---1-- Fd 24,x""-- - • ■ Common ( YP :i : Tr sses W1.5X3 ■I �'', • ■I /II IIIMIIMIMIlielammui Stepped Hip ■Imimminileleltel`Iviimm System Trusses 2x4 Chords 2x4 Purlins •_____j�iIIIIIII•1 1111��111���• litMUIMIIIIW11:11:MIMIMIN:Mi.1.111‘‘IIIIIIME i ■I� �/� _ #1 Hip Setback ■I II iiiii Iiiii nit 1-- ��� � ��wo;= M�Pitched and Sheathed ■��■■■■■■■■■.\■■1111 Chord Area AiHip Frame* --- B Bottom Chord W3X4, Min. a- Attach hip frame to flat chords of stepped hips at all 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 10d common (0.148'x3") %nails @ 6' ac, maximum spacing. Hip frame stops at plumb cut of D �pp Hip Frame jacks to maintain pitch continuity. Section B—D 1 * Hip frame lumber is SPF, So. Pine, HF, y 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. Stepped Hip I purlins must be intact and properly attached. H Setback System Trusses Use this detail fort ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10 & ASCE 7-16, 120 mph, 30' M.H., Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' M.H., Enclosed, Cat II, Exp C, top chords of hip frame system where indicated. Residential, Wind TC DL=4.2 psf, Kzt=1.00 Structural panels must be properly attached directly To hip frame purlins. ..vARNR13110 REAR AND FILM MJ.NODES IN THIS IRAVD1Cd REF HIP FRAME ru)PO1TANEss FSddlI THIS DRAVPG 10 Ml=TRACTORS DIMING TIE PKTM1bDi foiloe The Utest edition.care1bi fobrlcatfg.tondo. beto and Refer to and a PROF cbddng component Saf`tety' ntarnatton,by WI nand`SICA�for safety FtE F DATE 01/02/2018 pprrnnctkes prior to pse4ornhp these functions. Installers shall provide tenporar bro:e�p Per liCSL .(�G S UAess noted oprerrbx.top d�arrdgldslatl have properly attached stru[Mal sFaotesnp sed ballon dwrd 5 G 1 N ��^1� w. shall havehaar property attached tt{edd Sgid ftrg. Locations how for porno/wire ifi AIa y eros restraint s rahwt do faceweb 4,0` 83294 E'�s'OZ DRWG HIPFRAMEO118 A 1 �:...�I RReefer too wale=160A-Z for staa do d pa4 Vis. Details.�wless noted°v."' , 9 AN RWM pApra,eabnpd,WantCoofof ITV sh tChoenibiznstb CrcaaInc.shall ilnn ot NbSI/TrPeIsp1rnosrbfohnp,devktion Fran sh�npb.p. installation I bracing of trusses. OREGON A seal an pis draablg or cover pep.listing this drasbp.Indicates acceptance of professlmot 13723 Riverport Drive rsspor�llty saWy far tM deo n sAow�drat:. sWtobbLy and up of pts drarp ' 'V e C f p ;M reapam� Nty of pr budding Designer per ANSIi1PI I I.C.R. e.•,p Irt4.20 (Q• Suite 200 ani lure re= slit* Heights.MO 63043 For more Information see pis Job's general notes page and these web sites Bell Tan.' ALPINE.ssealpi neltw.conl TPD rws.tpPatargi SEM rwr.sacMdustry.orgr ICC.eeukcsafe.org _w 05/11/2018 AMMEMEM AY' 2x10 SOLID BASE BLOCK C VERIFY l !tit: WITH 2X4 EAVE TIP BLOCKING. BLOR ;'i MUST VERIFY BLOCKING FOR 10" HEEL 37'6" +"-i ¢ c ~�9 t Na -6 �: ..�.. Al _.9C 6 R1 P, • iN LL- N M U U o U U U o in R 1 U ii € u o -. O C 11 U o o alaQ a .x .� GR t €� 4 1 4 f X Cf) C C') Ell "4/ I RR w ( B I1 ��x 1 S W CCNHU) I ' ,EG �' �. C : W N W P W y IG ::� LL Ha" Al - G` m ¢i JG O N3CO :». .,. 191.,_ H S. :.r 4S' I •a-�H4 . -PL J+UI CC CD ini--1 Tis H ---B4 ;3 _ C✓ LOJ Y �;'' 1 [ m ., C C7 CO CO HG N g )n OC I---8.10..--I o 0 - a) F.--9'4" I 8'10" I 12'10"8 h. 8'5"8 H N H o F 39'6" 8-'-in ...PIRA .ER__PLR HETGHT. tRUSSES...` JOB NO: FIRE SET BETWEEN JOIST RT END OF GARAGE HERE. DO NOT SHEET OUT 0518082 PAST UPPER FLOOR SO TRUSSES CAN BE SET PER PLAN ! PAGE NO: 1 OF 1