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Plans (33) `NNS"C c \c-OCiJ\u --A-- --)----)i. SvJ C�2.s.u. lip RECEIVED FEB 212019 CITY OF TIGARD BUILDING DIVISION I- L 60'8" HI~ +—; I" 43'6" I- 10' -----i T _ m m JillulE CWjI 4 6_8 p 00 �e ■, GE aminio d. w iii% J-' . - -$3 F11r 1A wild - ill lkir II WNW m ti 1_IT ' ,!IIS 7 F1GE /. " I I 1 I I I I F---8'6" -I- 42' I- 10. -1 o Customer: PARR FOREST GROVE m N o Desc. : Plan 2626 B No Vlt maste 0 0I-- m ADDRESS: m co z Designed by: BILLY BREESE .-- z iv o 0 - .■ 'op PROpSS C9�; GINE SAO k/ 83294PE y iY / Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE' Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 3 ' F.`v I,^.'1 iGr.'.vJ i SLY 14,2S tp sacseals@itwbcg.com wee!!Tan' 02/19/2019 Renewal 6/3012020 Site information: Page 1: Customer: Truss Components of Oregon,Inc. Job Number: 0219024 Job Description: -PARR FOREST GROVE-Plan 2626 B No Vlt maste Address: HILLSBORO,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: 18.02.01.0118.17 JRef#: 1 W I R71750009 Wind Standard: ASCE 7-10 Roof Load(pdf): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(psf): None This package contains general notes pages,25 truss drawing(s)and 7 detail(s). Item Seal# Truss Item Seal# Truss 1 050.19.1423.16293 SDG 2 050.19.1408.00550 SD1 3 050.19.1408.48333 SD2 4 050.19.1409.09853 SD3 5 050.19.1409.25143 SD4 6 050.19.1410.02017 Cl 7 050.19.1410.17877 C 8 050.19.1411.11047 CGE 9 050.19.1412.23517 BGE 10 050.19.1412.56347 B 11 050.19.1413.30330 DGE 12 050.19.1414.15850 DG 13 050.19.1414.54233 AG 14 050.19.1110.25042 A 15 050.19.1415.16583 EJ2 16 050.19.1415.52550 EJ1 17 050.19.1415.57397 EJG 18 050.19.1416.14630 F1GE 19 050.19.1414.07543 Fl 20 050.19.1416.23173 F 21 050.19.1416.44940 FGE 22 050.19.1110.24995 SJ3 23 050.19.1110.25011 SJ2 24 050.19.1110.25027 SJ1 25 050.19.1420.49337 FT1 Printed 2/19/2019 4:07:12 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability.The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 • General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT = additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)= maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council; www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustrv.co Page 2 of 2 SEAN:232838 SPEC Ply: 2 Job Number: 0219024 Gust:87175 JRef:1WIR71750009 T25 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1423.16293' Truss Label: SDG JAK / WIT 02/19/2019 I 5 5 2 Complete Trusses Required 8' - 14'4'9 19'0"12 23'1"2 I 27' 35' 8' 6'4"9 4'8"3 4'0"6 3'10"14 8' =5X7 3X5= 1111.5X4 3X5= 5X5= 12 D E F G Taiiii NY41 5X5(A1) 1111.50X4 4X5= =4X8[16] =3X5 1111.5X4 5X5 1 35' F1 I 8' I 64"9 I 4'8"3 4'0"6 _I 3'10"14 I 8' 11� 8' 14'4"9 19'0"12 23'1"2 27' 35' 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.339 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.685 E 607 240 g 2889 /- /- /- /157 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.074 C - - H 4089 /- /- /- /249 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.149 C - - Wind reactions based on MWFRS Mean Height 20.25 ft NCBCLL:0.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.4 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.884 H Brg Width=5.5 Min Req=3.4 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.898 Bearings B&H are a rigid surface. Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.628 Members not listed have forces less than 375# FT/Rac: /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.18.02.01.0118.17 B-C 151 -2727 E-F 274 -4647 C-D 216-3843 F-G 265 -4226 Lumber Purlins D-E 274-4647 G-H 246 -3860 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: In lieu of structural panels use purlins to brace all flat Bot chord 2x6 HF#2 TC @ 24"OC. Webs 2x4:HF Stud+HF Standard::W2 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Wind Chords Tens.Comp. Chords Tens. Comp. Nailnote Wind loads and reactions based on MW FRS. B-0 2387 -127 L-K 4261 -266 Nail Schedule:0.120"x3",min.nails O-N 2387 -128 K-J 3388 -211 Top Chord:1 Row @12.00"o.c. N-M 3907 -222 J-H 3398 -211 Bot Chord:1 Row @ 9.25"o.c. M-L 3907 -222 Webs :1 Row © 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac:1.15) C-N 1738 -105 L-F 556 13 TC:From 72 plf at -1.00 to 72 plf at 19.06 N-D 81 -897 F-K 17 491 TC:From 36 plf at 19.06 to 36 plf at 27.00 D-L 989 -69 K-G 1233 -79 TC:From 72 plf at 27.00 to 72 plf at 36.00 BC:From 4 plf at -1.00 to 4 plf at 0.00 - BC:From 14 plf at 0.00 to 14 plf at 19.06 ���R�FICs� BC:From 4 BC:From 7 plf at 35.00 to 4 lf at 19.06 to 7 plf at 36.lf at 00 U�� �iC'1 FF �0 TC: 757 lb Conc.Load at 27.04 a11V 83294PE R �9 BC:1733 lb Conc.Load at 19.06 BC: 338 lb Conc.Load at 20.94,22.94,24.94,26.94 BC: 123 lb Conc.Load at 29.00 BC: 119 lb Conc.Load at 31.00 BC: 116 lb Conc.Load at 33.00 OREGON Plate Shift Table 114,LY 14,Bode ` ie JT Pla No SiJT Plathord e Shift e C Bite No S ie Shift Chord Bite **ell Tat' [16] W4X8 S 2.25 Renewal 6/3012020 02/19/2019 ""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 andSBCA)fsafely practices prior to performing these unctions. 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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (tefer to A IPL N E 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,apy failure to build the ,,r,,,,Wm,,,,µ,. truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,Indicates acceptance of protessionaf engineering responsibility solely for the design shown. The surtabilrty and use of this tawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:232840 COMN Ply: 1 Job Number: 0219024 Cast:87175 JRef:1W IR71750009 T20 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1408.00550 Truss Label: SD1 JAK / RTT 02/19/2019 5'3"4 10' 176" 25' I 29'8"12 , 35 I 5'3"4 4I '8"12 7'6" 7'6" 4'8"12 5'3"4 86X6 III 1.5X4 6X6= D E T2 F 12 0 T 6 V X1.5X4 W5 01.5X4 G is - W3 ro to io B H Ait r I i 5X5(B1 OR) =3X5= 6X8 , 3X5 5X5(B1OR) 1 35' 1 1-1' I 10' I 7'6" I 7'6" I 10' 11 10' 17'6" 25' 35' 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# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.240 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.518 E 804 240 B 1588 /- /- /716 /51 /93 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.097 J - - H 1588 /- /- /716 /51 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.201 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.75 ft Code 1 Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.6 TCDL:6.0 psf H BrgWidth=5.5 Min Re Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.953 q=2.6 BCDL:4.2 psf Bearings B&H area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.878 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Yes Max Web CSI:0.472 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:18.02.01.0118.17 B-C 577-2702 E-F 583 -2853 Lumber C-D 531 -2417 F-G 531 -2417 D-E 583-2853 G-H 576 -2702 Top chord 2x4 HF#2:T2 2x4 HF SS: Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard::W3,W5 2x4 HF Maximum Bot Chord Forces Per Ply(lbs) #2: Chords Tens.Comp. Chords Tens. Comp. Loading B-L 2317 -433 K-J 2131 -316 L-K 2131 -308 J-H 2317 -441 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins C-L 149 -424 K-F 870 -143 In lieu of structural panels use purlins to brace all flat D-K 870 -143 J-G 149 -424 TC @ 24"OC. E-K 141 -864 Wind Wind loads based on MWFRS with additional C&C member design. ,c0so PROpS O.o vG%NEF 9° ,I1/ 83294PE 9 .� , OREGON .e� r(/ �tv 14,Zed ,tm °sell Tar. Renewal 6!30/2020 02/19/2019 ""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)Mrsafely practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord all have a properly attached rigid ceilishall ng Locations shown forpermanent restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 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,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essionar 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 ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' ----.-- For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:232843 COMN Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1WIR71750009 T6 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Vit maste DrwNo: 050.19.1408.48333' , Truss Label: S02 JAK / RTT 02/19/2019 6'3"4 I 12' I 17'6" 23' I 28'8"12 I 35' 6'3"4 5'8"12 5'6" 5'6" 5'8"12 6'3"4 5XX5 3X5= -5X5 T T w 12 6 V 1111.5X4 N1.G4 to • ZD b) io B H 05X5(B1OR) 3X5= =3X5 =3X5 =3X5 =3X5 �5X5(B10R) 1 35' 1 1' 7' 7' 7' 7' 7' 1' �' I 7' I 14' I 27, I 28' I 35' 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 Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt:21.2 Ce:1.1 VERT(LL): 0.215 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.447 E 934 240 B 1623 /- /- /722 /56 /109 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):0.092 J - - H 1623 /- /- /722 /56 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.192 J - - Wind reactions based on MWFRS Mean Height 21.25 ft Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.7 NCBCLL:10.00 TCDL:6.0 psf H Brg Width=5.5 Min Req=2.7 Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.773 BCDL:4.2 psf Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.871 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Yes Max Web CSI:0.374 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.18.02.01.0118.17 B-C 557-2765 E-F 519 -2044 C-D 630 -2632 F-G 629 -2632 Lumber D-E 519 -2044 G-H 557 -2765 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard::W2,W7 2x4 HF Maximum Bot Chord Forces Per Ply(lbs) #2: Chords Tens.Comp. Chords Tens. Comp. B-N 2364 -409 L-K 2170 -289 Loading N-M 1933 -272 K-J 1933 -280 Bottom chord checked for 10.00 psf non-concurrent M-L 2170 -289 J-H 2364 -417 bottom chord live load applied per IRC-12 section 301.5. 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 171 -489 K-F 446 -52 TC @ 24"OC. N-D 675 -157 F-J 675 -157 D-M 446 -52 J-G 171 -489 Wind Wind loads based on MWFRS with additional C&C member design. woke PROpS, 0.• �G11VE • �O 4t(/ 83294PE '9 OREGON 't'LY 14,200,6 ,et, 60'801 Tans Renewal 6/30/2020 02/19/2019 "'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 SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA) "Mr 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 propefy attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E 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 NA MN MrlNY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracim ng of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of ro-fessionar engineering responsibility solely for the desjgn shown. The suitability and use of this dawing for any structure is thepresponsibility of the Building Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 " SEQN:232845 COMN Ply: 1 Job Number: 0219024 Cost:R7175 JRef:1W I R71750009 T24 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Vlt maste DrwNo: 050.19.1409.09853 Truss Label: SD3 JAK / RTT 02/19/2019 7'3"4I 14' 21' 27'8"12 35 7'3M 6'8"12 7' 6'8"12 7'3"4 m 6X6 .-6X6 0 T2 E._ — L 12 6 L.„--- 3X5 33X5 C F So G (a) . v, Co W4 W6 i� W2 B G , A r !} " i t W !} , H �5X5(B10R) 1111.5X4 =3X5 =3X5= -=-3X7 111.5X4- 5X5(B10R) r 35' �1'I- T3"4 I 6'8"12 7' 6'8"12 T3"4 11- 7'3"4 14' 21' 27'8"12 35' 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 L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.217 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.429 L 971 240 B 1682 /- /- /726 /60 /125 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.104 I - - G 1682 /- /- /726 /60 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.205 I - - Wind reactions based on MWFRS Mean Height:21.75 ft NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.8 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.919 G Brg Width=5.5 Min Req=2.8 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.905 Bearings B&G are a rigid surface. RepFac:Yes Max Web CSI:0.787 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 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:18.02.01.0118.17 B-C 546-2899 E-F 501 -2223 Lumber C-D 504-2232 F-G 546 -2899 D-E 508-1849 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard::W2,W4,W6 2x4 Maximum Bot Chord Forces Per Ply(lbs) HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing B-M 2485 -389 K-J 1847 -228 M-L 2484 -390 J-I 2484 -397 (a)Continuous lateral restraint equally spaced on L-K 1847 -228 I-G 2485 -397 member. 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 IRC-12 section C-L 186 -721 E-J 483 -103 301.5. L-D 487 -73 J-F 186 -726 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"OC. EO PROP Wind 'c ''V. less Wind loads based on MWFRS with additional C&C %.‘G/1V ,0 member design. (7 'Q l' al(/ 83294PE yr r OREGON �(/ SLY 14,g0e" ,(0 °sell Tar 4 Renewal 6/30/2020 02/19/2019 "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)fsafety practices prior to performing these functions. Installers shall provide temporaryrl (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 of webs shall have bracing installed per BCSI sections B3,B7 or B10, 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. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prolessronaf engineering responsibility solely for the design shown. The sulfability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- 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 95826 • SEQN:232848 COMN Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1WIR71750009 T18 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Vit maste DrwNo: 050.19.1409.25143' , Truss Label: SD4 JAK / RTT 02/19/2019 8' 16' _I 19' _I 27' I 35' 8' 8' 3' 8' 8' ................. 1115X7 1115X7 _ _._ D T2 E r 12 6 V 0 3X5 3X5 C to �:(a) F — 0300/11 G A L g r iii ,..,, p .`H ' a 5X5(810R) a5X5(B10R) 1111:X4 3X5= =3X5=3X7 1111.5X4 1 35' i I_1 I 8' I 8' I 3 8' I 8' 11'{ 8' 16' 19' 27' 35' 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/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.212 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.407 L 999 240 g 1742 /- /- /728 /65 /141 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.115 I - - G 1742 /- /- /728 /65 /- EXP:B Kzt:NA 9 HORZ(TL):0.221 I - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:22.25 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.9 TCDL:6.0 psf G Brg Width=5.5 Min Req=2.9 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.972 Bearings B&G are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.939 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Yes Max Web CSI:0.340 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:18.02.01.0118.17 B-C 551 -3045 E-F 490 -2255 C-D 492-2263 F-G 551 -3044 Lumber D-E 494-1853 Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#2: Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF#2:W1,W7 2x4 HF Stud+HF Standard: Chords Tens.Comp. Chords Tens. Comp. Bracing B-M 2617 -379 K-J 1851 -182 (a)#3 or better scab reinforcement.Same size&80% M-L 2616 -379 J-I 2615 -387 length of web member.Attach with 10d Box or Gun L-K 1851 -182 I-G 2617 -386 nails(0.128"x3",min.)@ 6"OC. 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 IRC-12 section C-L 222 -855 E-J 495 -138 301.5. L-D 498 -90 J-F 222 -858 Purlins In lieu of structural panels use purlins to brace all flat TC@24"OC. ���EOPROp,, Wind Wind loads based on MWFRS with additional C&C a�U,�� ��G(�E�� O� member design. 83294PE OREGON 13 r `Zcy 14,2°e 4.0 0 4, LY Tar' Renewal 6/30/2020 02/19/2019 "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) for safely 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 of webs shall have bracing installed per SCSI sections B3,B7 or B10, 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,,ITW 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 proressionat engineering responsibility solely for the design shown. The suitability 8801 Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 1a Folsomento,Blvd.,C9Suite For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq • SEQN:232929 COMN Ply: 1 Job Number: 0219024 Gust:R7175 JRef:1WIR71750009 T1 . FROM:BB Qty: 4 -PARR FOREST GROVE-Plan 2626 B No VIt maste DrwNo: 050.19.1410.02017 Truss Label: C1 JAK / RTT 02/19/2019 675 11'10"3 176" _ 23113 _ 28'9"11 _I 35' 675 5793 5713 57"13 5713 675 .5X5 F . T r-_. !Li _._.. ._._ _. T , 12 yX5 1111.5X4 1111.5X4 E G 3X5 H p °' 0 3X5 3X5 C I tO m B J 1 B. A/ g I 1 9 K 1 5X5(81) 1111.5X4 =3X7[12] .H0308 =3X7[19] 1111.5X4 m5X55((B1) r 35' - F1'I 6'2"5 5713 11'3'11 I 57"13 _I 62"5 -I 1.-I6'2"5 11'10"3 23'1"13 28911 35' 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 L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.184 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.397 G 999 240 B 1638 I- /- /727 /69 /153 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.064 L - - J 1638 I- /- /727 /69 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.63 ft HORZ(TL):0.138 L - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.7 J Brg Width=5.5 Min Req= 1.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.808 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.771 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.523 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,HS VIEW Ver.18.02.01.0118.17 B-C 569-2767 F-G 627 -2400 Lumber C-D 526 -2397 G-H 534 -2261 D-E 534 -2261 H-I 526 -2397 Top chord 2x4 HF#2 E-F 627 -2400 I-J 569 -2767 Bot chord 2x4 DF-L#1&Bet. #2 Webs 2x4:HF Stud+HF Standard::W4,W5 2x4 HF Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table B-P 2373 -393 N-M 1541 -154 JT Plate Chord JT Plate Chord P-0 2374 -393 M-L 2374 -393 No Size Shift Bite No Size Shift Bite [12] W3X7 1.25 L 1.25 [19] W3X7 1.25 R 1.25 O-N 1541 -154 L-J 2373 -392 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 IRC-12 section E-O 177 -465 F-M 977 -245 301.5. O-F 977 -245 M-G 177 -465 Truss supports 200#mech unit;unit centered at 17-6-0;supported by BC;unit width 2-0-0;supported by 4 trusses. 'iXEflPROp, Wind 4' s1- Wind loads based on MWFRS with additional C&C 0�� k, "P' X02 member design. �((7 83294PE 7 OREGON 15 ` ` ZCY 14,201 , *sell Tar. Renewal 6/3012020 02/19/2019 "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)fbsafety 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 of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E 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 AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of pro esslonar engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 • SEAN:232850 COMN Ply: 1 Job Number: 0219024 Gust:R 7175 JRef:1WIR71750009 T2 FROM:BB Qty: 8 -PARR FOREST GROVE-Plan 2626 B No Vlt maste DrwNo: 050.19.1410.17877` , Truss Label: C JAK / RTT 02/19/2019 I 62"5 11'10"3 I 176" 23113 I 28'911 I 35 6'2"5 5713 5713 5'713 5713 62"5 5X5 F --r- 0 0 3X5 2 '‘'3X5 E Ga3X5 12 0p5 H .1\4 _ m 1.5X4 .d/1.5X4 013 W5 B J A i " " K o5X5(B1 OR) =3X5 =5X7 .3X5 th5X5(B1OR) 1 1 35 -i H 1.I 9'0"4 I 8'5"12 I 8'5"12 9'0'4 1'—I 9'0"4 17'6" 25'11"12 35' 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 L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.211 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.456 M 914 240 B 1626 /- /- /727 /69 /153 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.096 L - - J 1651 /- /- /727 /69 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.207 L - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.63 ft Code I Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.7 TCDL:6.0 psf J Brg Width=5.5 Min Req=2.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.936 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.982 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.397 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.18.02.01.0118.17 B-C 579-2769 F-G 498 -1845 Lumber C-D 567-2489 G-H 575 -2417 D-E 575-2348 H-I 568 -2558 Top chord 2x4 HF#2 E-F 498-1845 I-J 579 -2836 Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard::W3,W4,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-N 2373 -403 M-L 2036 -294 (a)Continuous lateral restraint equally spaced on N-M 2003 -286 L-J 2431 -402 member. 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 IRC-12 section N-E 398 -77 M-G 211 -688 301.5. E-M 211 -673 G-L 428 -77 Truss supports 200#mech unit;unit centered at F-M 1165 -261 21-9-12;supported by BC;unit width 2-0-0;supported by 4 trusses. Wind ��03 PROpk. Wind loads based on MWFRS with additional C&C �( % member design. 0�5 �G%NF. O al(/ 83294PE 7 OREGON irl `Z1.Y 14,.20� 0 0, 49eit Tao*- Renewal 6/3012020 02/19/2019 "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)357-2118 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 of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E 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 �" Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of process ona engineering responsibility solely for the design shown. The suitability and use of this drawing for ny structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 Sacramento,CA 95826 For more information see this lob's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org r . SEQN:232853 GABL Ply: 1 Job Number: 0219024 Cast:R7175 JRef:1WIR71750009 T5 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1411.11047 Truss Label: CGE JAK / RTT 02/19/2019 I 1T6" I 35' I 176" 17'6' 1.1.6:1.4.1.4:', 764 =5x5 (T16) P — ;I — Mt a 3X5 812 3X5 " m (a) (a)M121(a) 0io84 B i i 'M14AD 3 A - - - - - ' - - - - g ir - - - - � l - - - a AE AR =3X5(B1) =5X5 m3X5(B1) A 35' 1 -' I 35' '11-I 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.002 R 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.005 R 999 240 B" 135 /- /- /52 /1 /10 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.002 S - - AR"126 /- /- /47 /8 /- EXP:B Kit:NA Des Ld: 42.00 Mean Height 22.63 ft HORZ(TL):0.005 S - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=209 Min Req=- Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.129 AR Brg Width=210 Min Req=- BCDL:4.2 psf TPI Std:2007 Max BC CSI: 0.035 Bearings B&AR are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.265 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01.0118.17 Lumber Additional Notes Top chord 2x4 HF#2 Provide lateral wind bracing per Alpine wind bracing Bot chord 2x4 HF#2 details or per engineer of record.2X3 studs require Webs 2x3 HF#2:M12,M13,M14 2x4 HF#2: reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. Bracing See DWGS A12030ENC101014,GBLLETIN1014,& (a)#3 or better scab reinforcement.Same size&80% GABRST101014 for gable wind bracing length of web member.Attach with 10d Box or Gun requirements. nails(0.128"x3",min.)@ 6"OC. Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch ��e0 PROFS. in overhang or heel panel. `�'( G N sSiO Bottom chord checked for 10.00 psf non-concurrent ��C9 k,g3294PE�� bottom chord live load applied per IRC-12 section 301.5. „.„„,---- Truss Truss supports 200#mech unit;unit centered at 21-9-12;supported by BC;unit width 2-0-0;supported by 4 trusses. Wind OREGON Wind loads based on MWFRS with additional C&C �`S fly 14,204 ,((tomember design. `Sell Tar' Renewal 6/30/2020 02/19/2019 "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)Mr safety actices 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 of webs shall have bracing installed per BCSI sections B3,B7 or B10, 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the PNf1W NMYANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracirang of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prdfesslonaf engineering responsibility solely for the design shown. The suitability9 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 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.corn;ICC: www.iccsafe.orq Sacramento,CA 95826 SEAN:232830 GABL Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1WIR71750009 T15 " FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Vit maste DrwNo: 050.19.1412.23517* , Truss Label: BGE JAK / RTT 02/19/2019 96" "I 19' I 9'6" 9'6" I--210"--I-(TYP) =4X5 H 1 -' -r 12 " 6 h to o - to i B N i I A r] I „ 7 U N C ° 15 0 5 - O ////----'1 1////--/- -- 3X5(81) =3X5(81) A- 19' i I'1 19, I 1 "{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.033 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.087 I 999 240 B* 230 1- /- /84 /8 /17 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 L - - N" 230 /- /- /84 /8 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.033 L - - Wind reactions based on MWFRS Mean Height:20.63 ft Code 1 Misc Criteria CreepFactor.1.5 B Brg Width=62.5 Min Req=- NCBCLL:10.00 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.232 N Brg Width=62.5 Min Req=- SLoffd: 2.00 BCDL:4.2 psf Bearings B&R are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.500 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.086 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:18.02.01.0118.17 B-H 161 -602 H-N 161 -602 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x3 HF#2 B-N 939 0 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 0-0-0 top chord outlookers and cladding load not to exceed 0.01 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep x 3.5"wide periodically along top edge,only in the area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or heel(first)panels. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. ,(01 . c.6%., PROp Wind c.fp. Q..AG1N� 'QS�0 Wind loads based on MWFRS with additional C&C 1. member design. 83294PE 9 ......40 Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 OREGON studs of the same grade. See DWGS A12030ENC101014,GBLLETIN1014,& 134,„ �Ly 14,2000 ,e, GABRST101014 for gable wind bracing Sept Tan requirements. Renewal 8/3012020 02/19/2019 "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 temporaryrl1503)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 of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply iplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A- or standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawingq''any failure to build the AN riw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tnlssesA seal on this drawing or cover page listing this drawing,indicates acceptance of pram-sronaT 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 ANSIfTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq R SEQN:"232832 COMN Ply: 1 Job Number: 0219024 Cust:R 7175 JRef:1WIR71750009 T14 FROM:BB Qty: 4 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1412.56347 Truss Label: B JAK / RTT 02/19/2019 17 5'0"4 I 9'6" 13'11"12 19' -F 5'0"4 4'592 4'592 5'0"4 =4X5 D — re 12 12 6 k1.5X4 �1:E4 to io rn B F IA i NM t_ 3X5(81) =3X7 =3X5(81) 1 A 19' 1 I_1' I 96" _I 9'6" -F 9'6" 19' 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/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.054 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.112 G 999 240 B 900 /- /- /412 /40 /81 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 G - - F 818 /- /- /369 /32 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.049 G - - Wind reactions based on MWFRS Mean Height 20.63 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.348 F Brg Width=- Min Req=- BCDL:4.2 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.739 Rep Fac:Yes Max Web CSI:0.247 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)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ven.18.02.01.0118.17 B-C 325-1311 D-E 291 -971 Lumber C-D 279 -971 E-F 348 -1318 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4:HF Stud+HF Standard: Chords Tens.Comp. Chords Tens. Comp. Loading B-G 1096 -237 G-F 1106 -236 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind C-G 155 -413 G-E 158 -423 D-G 473 -115 Wind loads based on MWFRS with additional C&C member design. ,c4it PROFESS t(/& 83294PE�� 35 � OREGON 1.11` ICY 14,20� i *Sett Tani Renewal 8/80/2020 02/19/2019 ""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 end SBCA)fbr 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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, 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,apy failure to build the W," truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of tnlssesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essional engineering responsibility solely for the design*bosh,. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 ec2. 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.erg:SBCA:www.sbcindustry.com;ICC: www.iccsafe.org SEQN:232855 GABL Ply: 1 Job Number: 0219024 Gust:R7175 JRef:1WIR71750009 T19 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1413.30330"' Truss Label: DGE JAK / RTT 02/19/2019 56" I 11 , 5'6" 5'6" 1,4" (TYP) F-2'10"- =4E5 T12 PR T 0) in 6 r Co r B H A ////N //// 3X5(61) =3X5(81) 1 11' 1 11' I 11' I 1.H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefllCSl Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.011 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.025 F 999 240 B* 284 /- /- /100 /- /20 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 J - - H* 284 /- /- /100 /- /- Des Ld: 42.00 EXP:B Kit:NA HORZ(TL):0.012 J - - Wind reactions based on MWFRS Mean Height 15.00 ft Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=32.5 Min Req=- NCBCLL:10.00 TCDL:6.0 psf HBr Width=32.5 Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.176 9 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.171 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.041 Members not listed have forces less than 375# 9 FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 B-N 528 0 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 0-0-0 top chord outlookers and cladding load not to exceed 0.01 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep x 3.5"wide periodically along top edge,only in the area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or heel(first)panels. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. ���r�Q PF20FFss Wind 0.5 ,AG1NEF X02 Wind loads based on MWFRS with additional C&C 83294PE 11 member design. 1Y ,...„...„- Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require OREGON reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. /(� `t, i4,2o0. See DWGS A12015ENC101014,GBLLETIN1014,& `'8el 1 Tar 1,0> GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 02/19/2019 **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 safetyffactices 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 forpermanent lateral restraint of webs shall have bracing unsigned per BCSI sections B3,B7 or B10, as applicable. Appplates 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 ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMMNI truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely or the design shown. The suitability 8801 Folsom Suite 107 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. Sac1amentm Blvd.,C95Sui For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:232857 COMN Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1WI R71750009 T28 , FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Vlt maste DrwNo: 050.19.1414.15850 Truss Label: DG JAK / RTT 02/19/2019 [' 5'6" I 11' H 5'6" 11 ---=4X5 - T 12 II 6I/ A in in A C e _I_ E D 3X5(A1) 3X5 3X5 =3X5(A1) A- 11' A 3'11"8 3'1" 311"8 3'11"8 7'0"8 11' "I 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.027 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.054 D 999 240 A 1205 /- /- /33 /- /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - C 990 /- /- /25 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.014 D - - Wind reactions based on MWFRS Mean Height 15.00 ft Code I Misc Criteria Creep Factor.1.5 A Brg Width=5.5 Min Req=2.0 NCBCLL:10.00 TCDL:6.0 psf C B Width=5.5 Min Re 1.6 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.397 q= BCDL:4.2 psf Bearings A&C area rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.439 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.279 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:18.02.01.0118.17 A-B 0-1552 B-C 0 -1535 Lumber Maximum Top chord 2x4 HF#2 Chords Tens.Comp. ForcesPer Ply Chords Tens. Comp. Bot chord 2x6 HF#2 Webs 2x4:HF Stud+HF Standard: A-E 1319 0 D-C 1304 0 E-D 1060 0 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 11.00 Webs Tens.Comp. Webs Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 8.56 BC:From 14 plf at 8.56 to 14 plf at 11.00 E-B 546 0 B-D 513 0 BC: 261 lb Conc.Load at 0.56,2.56,4.56,6.56 8.56 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind lsEp PROF& Wind loads and reactions based on MWFRS. c4 stsj �CO �G1NFF' O ,1/,f 83294PE R 7 OREGON c SLY 14,26 0 `4'001 Tar`s Renewal 8/3012020 02/19/2019 "WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tmss 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 actices 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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN m4 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 proiesstonai engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:232834 EJAC Ply: 1 Job Number: 0219024 Cust:R 7175 JRef:1WIR71750009 T16 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1414.54233_ , Truss Label: AG JAK / RTT 02/19/2019 • 4' 8' 4' 4' 1111.5X4 C 12 6 V 48X8 r to e A 1 ' ■ 1!1! 1 E D 4X5(A1) 1114X8[51 .4X5[8] 1 8' 1 4' I 4'I I 4' 8' 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 L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.032 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.065 E 999 240 A 2169 /- /- /- /105 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.011 C - - D 1733 /- /- /- /88 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.35 ft HORZ(TL):-0.021 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 A Brg Width=5.5 Min Req=2.3 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.317 D Brg Width=- Min Req=- BCDL:4.2 psf Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.694 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.920 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. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01.0118.17 A-B 122-2337 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:HF Stud+HF Standard: A-E 2048 -101 E-D 1981 -99 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 8.00 BC:From 7 plf at 0.00 to 7 plf at 8.00 E-B 1791 -46 B-D 113 -2259 BC: 817 lb Conc.Load at 0.56,2.56,4.56,6.56 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W4X8 S 4.25 [8] W4X5 2.25 R 2.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section - op PROF 301.5. ' � ,� 5,o Wind O4g ki,oGI NZ4. 0 I- Wind loads and reactions based on MWFRS. LA/ 83204PE 7 Right end vertical not exposed to wind pressure. OREGON 04„ "�W 14,20� m eeell Tan i Renewal 6/30/2020 02/19/2019 **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.Box488 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 S fety 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 sheathing and bottom chord shall have a properly attached riggid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and osition as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1 MN COMPANY truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesAseal on this drawing or cover page, listing this drawing,indicates acceptance of proTessronal engineering responsibility solely fornthe deskin shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. 8801 Folsom Blvd.,Suite 10 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN 232828/ T12 EJAC Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1WIR71750009 , FROM:BB Qty: 4 -PARR FOREST GROVE-Plan 2626 B No Vlt maste DrwNo: 050.19.1110.25042 Truss Label: A JAK / RTT 02/19/2019 I111.5XC4D m 12 6 �/ f.0 0 v m v B A irriri :=� FE i 3X5(B1) III 1.5X4[7] i 8' -i 1 8 I 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 430 /- /- /216 /- /93 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 F - - E 338 /- /- /174 /35 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.045 F - - Wind reactions based on MWFRS Mean Height 20.25 ft B BrgWidth=5.5 Min Req NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 = 1.5 Soffit: 2.00 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.822 E Brg Width=- Min Req=- Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.508 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.086 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#1&Bet. Bot chord 2x4 HF#2 Webs 2x4 HF#2 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [7] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. -c4�tp¢Rop-, Right end vertical not exposed to wind pressure. �:� t,GiNE.. ,O ,fy 83294PE p OREGON ''ty 14,20tf O Gesell Tar's Renewal 6/30/2020 02/19/2019 **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)f8r safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /4111116k.as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, 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 drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listingthis drawing,indicates acceptance of pro ssiona engineering responsibility solely for the design shown. The suitability and se of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 • SEQN:232826 CAJA Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1W IR71750009 T4 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Vit maste DrwNo: 050.19.1415.16583 Truss Label: EJ2 JAK / RTT 02/19/2019 5'10"3 5'10"3 C 12 6 fn En f7 A =� D 3X5(81) 8' -k 1' 1 8. Loading Criteria(psf) 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 212 Ce:1.1 VERT(LL): 0.007 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.018 D 999 240 B 360 1- /- /192 /- /69 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 D - - C 192 /- /- /76 /30 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:19.71 ft HORZ(TL):0.024 D - - D 123 1- /- /68 /- /- NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.594 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.479 D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. D OR pp,,, G1NFF �O ���ti al(( 83294PE 9 OREGON G 6Y 14,26e ,ez, Sset!Tar' Renewal 6/30/2020 02/19/2019 **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)357.2118 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 permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, 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 drawing,any failure to build the AN mV mMPPNY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing, w indicates acceptance of proTessnaT engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95826 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 SEQN:232824 CAJA Ply: 1 Job Number: 0219024 Cust:R 7175 JRef:1 WIR71750009 T7 . FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Vit maste DrwNo: 050.19.1415.52550 Truss Label: EJ1 JAK / RTT 02/19/2019 3'10"3 3'10"3 C 12 i T •006.10:•••••••000012 7 N IO Ii N A //W\ 2.a D _L 3X5(81) r 8' A H 1' 1 $, -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/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.014 D 999 240 B 286 /- /- /162 /- /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - C 130 /- /- /58 /16 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.21 ft HORZ(TL):0.014 D - - D 119 /- /- /64 /- /- NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.273 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.447 C Brg Width=1.5 Min Req=- D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��0.O PROfik,`StS if GINEE �O 1t! 83294PE 7 OREGON It "410. oo 14,Z " e ss ell Tan's Renewal 6/3W2020 02/19/2019 "'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 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 forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or B10, C as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin,gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMP,,,. . truss in conformance with ANSI. P! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of protessronaf 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. 8801 Folsom Blvd.,Suite 10' Sacramento,CA 95826 For more information see this job's general notes page and these web sites. ALPINE:www.alpineitw.com;TPI: www.tpinst.orq,SBCA: www.sbcindustry.com;ICC:www.iccsafe.orq SEQN:232822 CAJA Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1WIR71750009 T13 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VIt maste DrwNo: 050.19.1415.57397 , Truss Label: EJG JAK / RTT 02/19/2019 1'10"3 1 Ii 1'10"3 12 6 7 C T ►, I N B FPy��y11 D d 3X5(61) k 8' A 1-- 1' I 8' -I 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 L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.011 D 999 240 B 210 /- /- 1- /17 /- BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.003 D - - C 102 1- /- /1 /- /- EXP:B Kzt:NA Des Ld: 42.00 -- HORZ TL:-0.009 D - - D 116 1- /- /7 /- /- ( ) Mean Height 18.56 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.203 B Brg Width=5.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.469 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.000 D ing B is a =i Min Req=- P 9� Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 72 plf at -1.00 to 72 plf at 1.85 BC:From 4 plf at -1.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 8.00 BC: 28 lb Conc.Load at 2.00 BC: 34 lb Conc.Load at 4.00 BC: 78 lb Conc.Load at 6.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind so Wind loads and reactions based on MW FRS. Ask `OFct., a83294PE R OREGON ' `Zcy 14,2od'' . 14 `eSeis Tat' Renewal 6/30/2020 02/19/2019 "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,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to perfoing these functions. Installers shall provide temporary (503)(503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E 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 AN mV 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 1 Folsom drawing,indicates acceptance of orooessional engineering responsibility solely for the design shown. The suitability Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. gg0880Sac1amentiv 95826 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 " SEQN:232859 GABL Ply: 1 Job Number: 0219024 Cust:R7175 JRef 1WIR71750009 T29 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No Mt maste DrwNo: 050.19.1416.14630 JAK / RTT 02/19/2019 Truss Label: F1GE I~1'4"- (TYP) F 12/ ■ 6 � io ■ ■ ■ ■ ■ PI G 3X5(61) I 511"8 5'11"8 511"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 E 999 240 A* 103 /- /- /47 /33 /26 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 E - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):-0.004 E - - A Brg Width=71.5 Min Req=- NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Bearing A is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.040 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.043 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.026 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. ��EO PROp Wind C S/ Wind loads based on MWFRS with additional C&C c?' kIJG NFl�,Q 0 member design. (y 83294PE 7 Right end vertical not exposed to wind pressure. Additional Notes Provide lateral wind bracing per Alpine wind bracing OREGON details or per engineer of record.2X3 studs require studs of the same gor de.inforcement at of the length tabulated for 2X4 �` `VCY 14,20da `z, See DWGS A12015ENC101014,GBLLETIN1014,& 4*9eII Tan* GABRST101014 for gable wind bracing Renewal 6/30/2020 requirements. 02/19/2019 **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 C031357 21 OR 97113 Component Safety Information,by TPI and SBCA)t0safety practices prior to performing these functions. Installers shall provide terhporary (503)357-2118 Ext bracing per BCSI.Unless noted 0 therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryfy attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to A IPL N E 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 MM..,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 processional 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. 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE: wwwalpineitw.com;TPI: www.tpinst.orq;SBCA. www.sbcindustry.com;ICC: www.iccsafe.org • SEQN:232861 MONO Ply: 1 Job Number: 0219024 Cost:R7175 JRef:1WIR71750009 T27 ' FROM:BB Qty: 6 -PARR FOREST GROVE-Plan 2626 B No Vit maste DrwNo: 050.19.1414.07543 , Truss Label: Fl JAK / RTT 02/19/2019 III 1.5X4 BC T 12 � 6 ill N1111111 _ Cr)A 1 `�IblilliA 3X5(B1) III 1.5X4[7] r 5'11"8 i 5'11"8 5'11"8 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt.21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 259 /- /- /128 /- /49 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 E - - D 256 /- /- /133 /9 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.020 E - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I Rem Criteria Creep Factor:1.5 A Brg Width=- Min Req=- NCBCLL:10.00 TCDL:6.0 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.539 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.264 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.297 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver.18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard: Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [7] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �(� f,'�PRop `rS Right end vertical not exposed to wind pressure. �1. - , �G(NE /O 83294PE 9 OREGON 10 `yty 14,zoe ` ssell Tao 4 Renewal 6/30/2020 02/19/2019 `"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,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 q d g f g. (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to 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,any failure to build the AWN/COMVAM• truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pronessional engineering responsibility solely for the design shown. The suitability and Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:232863 MONO Ply: 1 Job Number: 0219024 Dust:R 7175 JRef:1WIR71750009 T23 FROM:BB Qty: 2 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1416.23173 Truss Label: F JAK / RTT 02/19/2019 1111.5X4 CD — — 6I/ cv &-) in (9 B 1 A Paommommimmimmi _ r FE 1111.5X4[8] 3X5(61) r 5'11"8 H 1' I 5'11"8 H 5'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI 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/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 344 /- /- /173 /- /57 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.008 F - - E 248 /- /- /129 /9 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.017 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:1.5 B Brg Width=3.5 Min Req= 1.5 TCDL:6.0 psf E BrgWidth=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.509 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.257 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.279 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:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard: Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [8] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. �ti�so PROPS. 0.5 .AGINFt„ -O L(/ 83294PE4. 7 OREGON ?,4 'L'14,20 1,0 t0 *8eII Tar' Renewal 6/30/2020 02/19/2019 "WARNING""' READ AND FOLLOW ALL NOTES ON THIS DRAWING! Twee Components ofOregon,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 temporarytl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ..46\.as applicable. Apply plates to each face ottruss 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 BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN 1114NMPPNY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tnissesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of pro-fessionaT 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 ANSIfTP11 Sec.2. 8801 Folsom Blvd.,Suite 10- Sacramento,CA 95826 __ For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com,TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq SEQN:232865 GABL Ply: 1 Job Number: 0219024 Gust:R7175 JRef:1WIR71750009 T22 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1416.44940 Truss Label: FGEJAK / RTT 02/19/2019 44 I-14" (TYP) F T - 12 6I/ II co 611 P ',- Es( O in 1 A mi v i__ 1_II•L! =3X5(81) '♦♦♦/G — I- 4'5"8 4'5"8 H-1. 4'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 D 999 240 G* 121 /- /- /57 /48 /34 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 Kzt:NA HORZ(TL):-0.002 E - - G Brg Width=53.5 Min Req=- Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 Bearing B is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.129 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.032 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.024 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.01.0118.17 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section -• 301.5. �� -Q PRORk. Wind `�� GINF SAO Wind loads based on MWFRS with additional C&C S./ k,� q� ti member design. ✓y 83294PE p Right end vertical not exposed to wind pressure. ' /'" Additional Notes Provide lateral wind bracing per Alpine wind bracing OREGON details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 13 ` studs of the same grade. (�s Vtr 14,207E fie' See DWGS A12015ENC101014,GBLLETIN1014,& se it Tar a GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 02/19/2019 "*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 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 installed per BCSI sections B3,B7 or B10, .4116 . as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. ttefer 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 INV truss in conformance with ANSI/TPI 1,or for handling,shinw pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proessional 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 Sgec.2. 8801 Folsom Blvd.,Suite 107 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:232820/ T9 CAJA Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1 WIR71750009 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1110.24995 Truss Label: SJ3 JAK / RTT 02/19/2019 C 6 12 (V 13) ire f) I A 11 3X5(61) 1' I 1'11"4 3'10"15 1'11"4 1 Loading Criteria(psi) 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 L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 D 999 240 B 271 /- /- /123 /- /69 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - D 78 /- /- /38 /11 /- Des Ld: 42.00 EXP:B Krt:NA HORZ(TL):0.012 D - - C 178 /- /- /64 /31 /- NCBCLL:10.00 Mean Height:19.71 ft Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf r9 B B Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.510 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.277 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 C Brg Width=1.5 Min Req=- Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# 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 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROFS N5 NG 11V F� ;p „G(/ 83294PE "P r „ OREGON 13 `VLY 14 20� t0 eII Tao Renewal 6/30/2020 02/19/2019 "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 anti SBCA)fosafety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 /166 as applicable. Applplates to each face of truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Refer to' ALPINE 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 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 essionai engineering responsibility solely for the din shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:232818/ T10 CAJA Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1WIR71750009 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1110.25011 Truss Label: SJ2 JAK / RTT 02/19/2019 C 12 16 N to 0) (V N B 1 6! A i MIIME ►� D 3X5(B1) 1r 1114 1'10"15-j 1'11"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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 D 999 240 B 240 /- /- /114 /1 /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 34 /- /- /21 /1 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.003 D - - C 115 1- /- /41 /19 /- Mean Height:19.21 ft Wind reactions based on MWFRS :6.NCBCLL:10.00 Code I Misc Criteria Creep Factor.1.5 TCDL0 psf BldgCode: IRC 2012 Max TC CSI: 0.210 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.072 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# 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 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ���Ep PROFFss O.� �OINE� �O rx 83294PE 11 9 .el OREGON vi, 14,20 m `&Sell Tar's Renewal 6/30/2020 02/19/2019 "'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)tsafety 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 of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the 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,any failure to build the Mlriw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 " SEQN:232816/ T11 CAJA Ply: 1 Job Number: 0219024 Cust:R7175 JRef:1 WIR71750009 FROM:BB Qty: 1 -PARR FOREST GROVE-Plan 2626 B No VII maste DrwNo: 050.19.1110.25027 Truss Label: SJ1 JAK / RTT 02/19/2019 12 C I 6 � . CV En B COI A .- IF=411.11.-A 1 ► D 3X5(B1) 1' 1'111'4 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/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U !RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 190 /- /- /99 /3 /27 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - C 39 /- /- /13 /8 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:18.71 ft HORZ(TL):-0.001 C - - D 28 /- !- /16 /- /- NCBCLL:10.00 TCDL:6.0 psf Code!Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.096 B Brg Width=5.5 Min Req= 1.5 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.024 Rep Fac:Yes Max Web CSI:0.000 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Bearing B is a rigid surface. Loc.from endwall:Any FTlRT:2(0)/4(0) Members not listed have forces less than 375# 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 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MW FRS with additional C&C member design. 1A°PROFS �� ....‘GINE- R i0 ...WS.' 83294PE '9 OREGON 13 `�/ (f'� LY 14,q0 G ,t(To ss et!Tar' Renewal 6/30/2020 02/19/2019 ""'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.Box408 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 terhporarlry (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 lateralbrag ng restraint of webs shall have brangq installed per BCSI sections B3,B7 or B10, as applicatlle. Applplates 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,any failure to build the H 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 profiessionar 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. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA: www.sbcindustry.com;CC: www.iccsafe.org Sacramento,CA 95826 SEQN:232867 HIP_ Ply: 1 Job Number: 0219024 Cast:R 7175 JRef:1WIR71750009 T26 FROM:BB Qty: 2 -PARR FOREST GROVE-Plan 2626 B No Vlt maste DrwNo: 050.19.1420.49337 Truss Label: FT1 JAK / RTT 02/19/2019 11741.2 : I z. I z. I ;.s.l vo I 11 211 I. 1342 C. ill /2x4112,I4 1 112x°4 I. er 4 i s �2 :. l o- l a. ""J ere, Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 K 999 240 A* 1 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=226 Min Req=- EXP:NA Kzt:NA HORZ(TL):0.000 E - - BearingA is rig id surface. Des Ld: 42.00 Mean Height NA ft ( ) Members a NCBCLL:0.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 ers not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac: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.18.02.01.0118.17 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. Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Stud+HF Standard::W1,M4 2x4 HF #2: Plating Notes All plates are 1.5X4 except as noted. EO PROp�.s ��� s if �GINE ' -O ,i/ 83294PE 7 OREGON 15 `�/ r CY 14 20� 0 `sseit Tan's Renewal 61a012020 02/19/2019 **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)tosafety 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 of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANITW COMPANY truss in conformance with ANSI/TPI 1,or r handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prolessronaf engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10/ and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Vinci Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'V Brace ww (1) 2x6 'L' Brace w (2) 2x6 'L' Brace mai Bracing GroupSpecies Gable Vertical No and Grades Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10' 8' 2' 8' 6' 9' B' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir n r #1 / k2 Standard k2 Stud S f f #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 14' 0' 14' 0' 14' 0' k3 Stud #3 Standard <J Q HF 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Plnewww #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 k3 —J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d cu DPL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U r Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group Bi SPr #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir ±> #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' kl I. Btr L U l i I F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' k1 01 O I Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou•las Fir-Larch Southern Plnewww #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 0 *1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 1' #2 (- #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board. 01 .--1 D f L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' wwwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPP #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: U H F- Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O I I Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load>. S P d #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outtookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F-L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm ��^^ About j`� Attach 'L' braces with 10d (0.128'x3.0' min) nails. ii ' space nails at 2' o.c. able Truss i i no 18'l end'onese'and 4' o.c. between zones. Diagonal brace gay b. �r•`�� 31E 31t or C2) 'L' braces space Halls at 3' o.c. vertical length may be in 18' end zones and 6' o.c. between zones. doubled when diagonal 'L' bracing must be a minimum of 80% of web brace is used. Connect V� member length. diagonal brace for 335# •L. at each end. Max web Brace Iih . `� Gable Vertical Plate Sizes total length is 14'. 1Vertical Length No Splice 2x4 DF-L k2 or Less than 4' 0' 1X4 or 2X3 better diagonalGreater than 4' 0', but2X4 Vertical length shown brace, singleI. less than 11' 6' in table above. or double cutGreater than 11' 6' 3X4 (as shown) at + Refer to common truss design for upper end. w, • ■ ■ ■ ��■�■ta■111111111■f■ggr�■et_wet•��h�we�w�. w�r, peak, splice, Hadi heel plates. '� ontlnuous Bearing Refer to the Building Designer .for conditions Connect diagonal at not addressed by this detail. mid•oint of vertical web. Refer to chart above for max gable vertical length. seVAR1/Rl#iwwAND READ FOLLOW ALL NOTES O/THIS DRAWN]��EO OF�s auhPu1TANTww FURNISH THIS BRAVING TO ALL C iTRACTO<S INCLUDING THE INSTALLERS. REF ASCE7-10—GAB12015 (S Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and `C7 ��`i /O follow the latest edition of BCSI<Building Component Safety Information,by TPI and SBCA)for safety DATE 10/01/14 � , t practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ♦ t+ (6. v Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord 4, w, shall have a properlyattached lid ceiling. Locations shown for DRWG A12015ENC101014 te �f 1�� shall have brach Finitvd app knble.ntAlpplyrplates tto each fn s ow0 ' ' ■ O I ^� 11 of truss and position as shown above Band on the J dint Details,unless noted otherwise. -��-.l■� I i J iL_ Refer to drawings IbDA-Z for standard plate positions. AN lT w,• Alpine,a division,.of ITV Building Components Group Inc.shalt not be respon:rib' ible For any deviation from this dinning,any oilurto build the truss h conformance with ANSI/TPI 1,or for handing,shipping, installation a,bradng of trusses• MAX. TOT. LD. 60 PSF OREGON A seal on this drawing or cover page listing This drawing,Indicates acceptance of professional Few any s responsibility solely designThe suitability and use of this drawing 13 - 89 L- tructure Is <hg Designer per ANSI/TPI 1 Sect {/ „A.�r�;„`%!N�, For more Information see this Job's general notes page and these web sites cash Two ALPINE.rwwalphaltr,com,TPB rrr.tpinst orp,SHLM wrr,sbclndustry,org,ILC rwwJccsafe art MAX. SPACING 24.0' Renewal 6/30/2020 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (ll 1x4 'L' Brace RE (1) 2x4 'L' Brace RI (2) 2x4 'L' Brace will (1) 2x6 'L' Brace a (2) 2x6 'L' Brace ill■ Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al C Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 10' B' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud k3 Standard CD O u Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HF Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine.■w QJ #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 _J SP #2 4' 7' 7' 10' 8' 1' Stud Stud 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard *Cr #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' ,.-c (u DPL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group B: USPr #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir r #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr U H F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 Cu 0 I� Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Dou•las Fir-Larch Southern Pine... #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 1111E31111111 #1 SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' ' #2 F #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Q1 .—I D r L Stud 5' 0' 7' 11' 6' S' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' ■uiFor 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S2 #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPP #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: LD U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O5'Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. e—i D rr L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Syrian lir Attach 'L' braces with IOd (0.128'x3.0' min) nails. About: 11 * Ill For (1) 'L' brace: space nails at 2' o.c. able Truss la! i In 18' end zones and 4' o.c. between zones. �r•`I� #E*For (2) 'L' braces space Halls at 3' o.c. Diagonal brace option: ■ ■ In 18' end zones and 6' o.c. between zones. vertical length may be "J doubled when diagonal 'L' bracing must be a minimum of 80% of web brace Is used. Connect member length. diagonal brace for 385# 'L' at each end. Max web Brace ;� Gable Vertical Plate Sizes total length is 14'. Vertical Length Na Splice 2x4 Less than 4' 0' 1X4 or 2X3 better diagonalGreater than 4' 0', but2X4 Vertical len tin shown /1FL *2or brace; single , less than IL' 6' g � Greater than ll' 6' 3X4 In table above. or double cut(as shown) at + Refer to common truss design for upper end. ■' ■ ■ IIIIIIIIIII M ■ peak, splice, and heelplates. PP IYY�■YYYYI■�■YYY�■YYY�■YYYYI■YY��� ■ ■ • r1 '6' Hn ontinuous Bearing Refer to the Building Designer for conditions Connect diagonal at not addressed by this detail. midpoint of vertical web. Refer to chart above for rax gable vertical length. ■ndARNucAa READ AND FELLOW ALL mores Ill THIS DRAWING REF ASCE7-10-GAB12030 V� O PR0A- 6..A.,F ..IMP TANT■■FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS , Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and DATE 10/01/14 �. µ,ms„ /O follow the latest edition of SCSI Guiding Component Safety Information,by TPI and SBCA)for safety �� /a s'`�.�, A practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. `(/ l.• Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 id/ .t ---..y V shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Hl— shall have bracing Installed per BCSI sections B3,B7 or 310,as applicable. Apply plates to each face �� ' MO ! ^„ of truss and position as shown above and on the Joint Details,unless noted otherwise. ,.�i-•. --.4 " J 1_ Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible For any deviation from AN RW•• this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, MAX. TOT. LD. 60 PSF Installation bracing of trusses. OREGON A seal on His drawing or cover page listing this drawing,indicates acceptance of profess eng►aer ng responsibility y the design sheen The suitability and use of this dra 89 L. for any structure W the responstty of the BURIN Designer per ANSI/TPI l Sect. ' G PL•_3For more Information see this Job's general notes page and these web sites. MAX. SPACING 24.0' ALPINE,www.alpheitw.comi TPD ww.tphMAI A'www.sbcindustry.org,ICO www.iccsnfe.org 3 e 11 Ta n',I i o it n 1 Renewal 6/3012020 CLR Reinforcinc vernoer Suostitution 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, ,• 1` Apply to either side of' web narrow face. ,, Attach with 10d (0.128'x3.0',m1n) nails , at 6' o.c. Reinforcing member Is Notes: a minimum 80%member length. web This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to 1-reinforcement or ,, L-reinforecement or scab reinforcement. . X Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate \/ reinforcement type. /X\ //x\ T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement 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, IM 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 80% 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. (NO Center scab on wide face of web. Apply (1) scab to each I face of web. NM ,so PROFFS eeVARNRIGIee READ AND FO110V ALL NOTES a THIiS DRAVDICi TC LL PSF REF CLR Subst. w01'S RTANTee FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I Trusses require extreme care In fabricating,Handling,shipping,Installing and bracing. Refer to andfollow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and botton chord-x - ' y y shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs BC DL PSF DRWG BRCLBSUB1014 '. '^ ! i ' ^ ll— shall have bracing installed per BCSI sections B3,B7 or BIt,as applicable. Apply plates to each face • I I 's of truss and position as shown above and on the Joint Drtnds,unless notetl otherwise. BC LL PSF - 17 ,n — r Refer to drawings 160A-Z for standard plate positions ANnwee Alpine a dNislon of ITV Building Components Group Inc shall not be responsible for any deviation frau TOT. LD. PSF this drawing any failure to bund Hie tuns inconformance with ANSI/TPI 1,or for hnndgng,sHnlppinp, Installation 6 bracing of trusses. A seal on His drawing or cover llsibg this drawing,indicates tone of OREGON pnpe and professional emgneerrg r.spor�rfisHty savvy far tM dssipn sha.n. Designer a.w use of His dra.rg DUR. FAC. P vZ 389_. for any stru Ptuni k Me respo=lltty of tHle Building Designer per ANSI/TPI I Sect 4 ' '�; For more Information see this Job's general notes page and these web sites. t ,! ALPINE.wwalpineitw.coni TPI.ww.tpinstorgi SBCM ww.sbcindustry.orgl ICC.www.Iccsafe.org SPACING s'eiI T811` Renewal 8/30/2020 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiff back to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014). Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3",min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I 2X4 Blocking nailed to 45° sheathing and ,1� each truss — ---v--- H `I 2X4 DF-L #2 H/2 or better diagonal brace. il Attach each end Nfor 560#, iiiiii ■ ■ ■ 161b... k fr i I plimmomMillihmoilminiiimi ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. ` .n+ARNINGNm READ AND MAIN ALL NOTES DN THIS DRAWING REF GE WHALER `� 0 PROp�. .eIWIRTANrss FURNISH THIS BRAVING TO AU.CONTRACTORS INCLUDING TIE INSTALLERS. ',i ,C ' t1's Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and DATE 10/01/14 / follow the latest edition of SCSI(Bukdng Component Safety Information,by WI and SBCA)for safety O\ J�C7 0� practices prior to performing those functions. Installers shall provide temporary bracingper BCSI. `o. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 40 :C ,.' 9 y shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ttIl— shall have bracing installed Per I sections 33,B7 or BIO,as applicable. Apply plates to each face �s�/.1 ! 1 '• ^ of truss and position as shown above and on the Joint DetaRs,unless noted otherwise. ,�� •`� I I J Refer to drawings I60A-Z for standard plate positions. Alpine,a divlslon of ITV Building Components Group Inc shall not be responsible for any deviation from AN RW•• this drawing any fakure to bund the truss in canforrance with ANSI/TPI 1,or for handing,shbplrp, MAX. TOT. LD. 60 PSF Installation 6 bracing of trusses. A seal m this drawing or cover pagedesign tin.n. The,indcates acceptance of professional nal OREGON far s responsibilityisolely for thaedgn sho.n. The suitability perr and use of this drawrg • for any structure Is the respons6Rlty of the Bulking Designer ANSI/TPI 1 Seca. 389L-1;.,, b For more information see this Jos general notes page and these web sites. MAX, SPACING . t ALPINE'www.alpinelte.co.)TPD www.tphstorgl SBCAN www.sbcindustry.orgl ICG.wwiccsafe.org eel!Tall 4 11)/10/1(11 Renewal 6/30/2020 I • Goole Detail For Let-in Verticals Gable Truss Plate Sizes About O I Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. r, 111414%%44%14% ()Refer to Engineered truss design for peak, splice, web, and heel plates. 1 © ®If gable vertical plates overlap, use a 1 1 single plate that covers the total area of the overlapped plates to span the web. \\e © © icalExample. di 2X4. r 2X4 j 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing © Member Member 6,,,, 1k6i, © O Toe-mall • - Dr - V End-nail A -up OO To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails. Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rl.ld Sheathin. Toenalled Nails. specie, and grade of the 'L' reinforcing member. 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 4 Nall i 71 (4) toenails In the top and bottom chords. 'T' Reinf. 'T' •T• Thls detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example. 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' ac. A11515ENC100118, AI2015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A2003OENC100118, A2003OEND100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, 512015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' 4 Nail S18015ENC100118, S20015ENC100118, S20015END100118, 520015PED100118, S11530ENC100118, S12030ENC100118, S14030ENC100118, 516030ENC100118, it 1�1 �i 518030ENC100118, 520030ENC100118, 520030END100118, 520030PED100118 :=: Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. OPPRO weVARNINGa READ AND MUM,/ALL NOTES ON THIS BRAVDOI REF LET-IN VERT !1 FLS aIWIRTANTww FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .‹V 6'S1 hhandling,shipping,installing Trusses require extreme care fabricating, in ng and brachy Refer to and `C., O follow the latest¢dtlon of BCSI(Building Component Safety Information,by TPI and SBCA)for safety DATE 01/02/2018 practices prior to performing theseefunctions. Installers shall provide temporary bracing per BCSL �� y Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG GBLLETIN0118 ^:•: %., 9 s shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �..' _ 1 ^ 11- shall have bracing Installed per BCSI sections 83,B7 or 110,as applicable. Apply plates to each face .� • of truss and position as shown above and on the Joint De s,unless noted otherwise. ,r.'`y ' J Refer to drawings 160A-Z for standard plate positions, NRW Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI/TPI I,or for handling,shipping, MAX. TOT. LD. 60 PSF Installation 0.bracing of trusses. pp��((',�((''TT�NI A seal on this drawing or cover lthe isting this this drawing,Indicates acceptance of professional DUR. FAC. ANY Ke..... ... t3123'FtTOErport D' far any structure is� thonalhety IreSpaolely rq ty of the Bulkig Designer per ANSI/TPI I Sect.shomm. The suitability and use of this��g Slide 200 cp aAf6na 0210 043 For more information see this Job's general notes page and these web sites. ALPINE.www.alpY.ateconi TPI.www.tphst.orgi SBCA.www.sbcIndustry.orgi ICC'www.lccsafe.org MAX. SPACING 24.0' ell Tail Renewal 6/3O/2020 CLR Reinf orcinc Vernoer 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. 001. ., Apply to either side of web narrow face. ,, Attach with 10d (0,128'x3.0',min) nails Notes: at 6' o.c. Reinforcing member is ,, a minimum 80% of web , This detail is only applicable for changing the specified CLR member length. ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. , Alternative reinforcement specified in chart below may be conservative. 10.11r For minimum alternative reinforcement, re-run design with appropriate reinforcement type. mm — / Use scabs instead of L- or T- reinforcement on webs with intersecting truss Joints, such as K-web Joints, that may Interfere with proper application along the narrow face of the web. T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement 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. 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 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(310 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. I (310 Center scab on wide face of web. Apply (1) scab to each face of web. N. ..VARNWOa Rewe AND FnLOy ALL HATES 171 THIS BRAVING TC LL PSF REF CLR Subst. —PROP FURNISH THIS BRAVING TO ALL CONTRACTORS DCLUBING THE INSTALLERS. so PROP Trusses require extreme care In fabricating,Handing,shipping,installing and bracing. Refer to and follow the latest edition of BCSI()hiding Component Safety Information,by TPI and MA)for safety TC DL PSF DATE 01/02/19 L practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. CO �,/'�► m Unless noted otherwise,top chord shall hove properly attached structural sheathing and bottom chord BC DL PSF DRWG BRCLBSUB0119 & y shall have o properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs V shall have bracing Installed per BCSI sections B3,B7 or Bit,as applicable. Apply plates to each face BC LL PSF b, .,.y ,' ��^:\ of truss and position as shown above and on the Joint Details,hrdess noted otherwise. 1_1-- l If—sl Refer to drawings I60A-Z for standard plate positions. � Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation from TOT. LD. PSF AN _, tide4lm t br acfailure tg of ibuRd the truss In confornonce with ANSI/7PI I,or for handling,shipping, installaA seal on this drawing or cover poc listing this drawing,indicates occeptance of professional 13723 Riverport' ive emBMe�'hQ^ �^•�t}'.o<KYY des4rh ahon� The suitobwltY vd uv of t1Ys�ashg DUR. FAC. ' fm nny senc� Is Ur of tae Hiding Desiper per ANSI/TPI I Sect. ORE 6He. s 63043 For more information, this Job's general nates pageend these web sites. SPACING ALPINE,ewwalpi elte.co i TPI.eew.tpinataroM l SBCA.eee.sbcustry.org,ICC.www.Iccsafe.org , G uLY!4,20% �0 '2Sell Tar !VI/1 ninon Ranawal 8/30/2020 x Hip Frame DetaI S Hip Frame W4X4, Min. B• �_ V 24" �_ • U Common ■ V • Trusses T • W1,5X3 � tii yp • �%� r . /.elelm`m • Stepped Hip ■r-' +.1.11....`��'` 1. System Trusses 2x4 Chords 2x4 Purlins •�4di�IIIIiIIIIIIIII _I � i� #1 Hip �� Setback �M''IIIIIPILI 11 �11 r��_____ - 111 I •u.._, Pitched and Sheathed nom....•U•m:::141�� Chord Area ,_I. 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 Hip Frame jacks to maintain pitch continuity. Section 3-3 )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. purlins must be intact and properly attached. H Setback ....1_ Stepped Hip System Trusses Use this detail for: 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. Q PROP "'wampu READ AND FOLLOW ALL NOTES ON THIS DRAWING' REF HIP FRAME !f�(,. t� saIWRtTN1Ta FURNISH THIS DRAWING TO ALL CONTRACTORS NIC UDDRI THE INSTALLERS. 4'1- lsl4 Trusses require extreme care h fabricating,handling,shipping,Installing and bracing. Refer to and .' /O follow the latest edition of BCSI<Buildp Component Safety Information,by TPI and SBCA)for safety DATE 01/02/2018 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. CI ((� y Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG HIPFRAME0118 4 :K .• 7 y shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ,,s will., ❑- shall have bracing ilstalled per BCSI sections B3.B7 or:Liu,opplkable. Apply plates to each face �' �/•.1' 1 I I"44 of truss and position as shown above and on the Joint IletaRs,unless noted otherwise. �f Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation from AN RW'• . this drawing,any failure to bund the truss In conformance with ANSI/TPI 1,or for handing,shipping, Installation&bracing of trusses. M apF�/'T�l A seal on this drawing or cover pa listing this drawing,Indicates acceptance of professional 39Y3'RMeY{7art Dr' far an s resparsbslty solely for tly deslpn d o.n. The orbobl lty and uw of ds dra.r.g �Sude 200 .. far any structure b the respons6Alty of the Building Designer per ANSI/TPI I Seel. rCe 4444' • 100general 4043 For more Information see this Job's notes page and these web sites, .� ALPINE,www.alpieltw.ca+i TPB wtw.tpinst.orgi SBCA.www.sbclndustry.orgi ICC,ww.Accsafe.org sell Tail Renewal 6/30/2020