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1 c,"c" - a'N ct Stc ut S-k - RECEIVED MAR 2 8 2019 CITY OF TIGARD BUILDING DIVISION I 52' —I H 13' I 6' I 35'6" I 5'6" — I_5'11"4 I — 1— Il 1--1411! , ___.v N_Iim 1 &Plit&I rci 6 t , . „.11 T ul �; lid I�I _ D ii IIID■ iii A---- II©�i;�� � �1 ■llrIM R RMISIII t IIIA MEQ! ell 11_— ,�g,I :iiipYAIr&i:r ___ I!%;',►•1 Nva: .Ero mom co 1111n141 rymimiiirAkINEMMIlii 01.1 t al'I.. 10 ,- "gnaw 111111M:MI ill IL. I 11, , _L. 11 I I I I A2GE I 13' I 39' I o Customer: PARR FOREST GROVE J) '-- o Oesc. : Riverside 2885 B Roof Mas 00 .-- 00 ADDRESS: master rn w z Designed by: BILLY BREESE I- z o 0 0 cn .. _m„..0)PROpe00 O5'Csi �,GINF O IQ 83294PE 'y le / 9 Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE Phone:(800)877-3678(916)387-0116 SLY 14,484 AN ITW COMPANY Fax:(916)387-1110 ei sacseals@itwbcg.com ee'� ar' 02/01/2019 Renewal 6/30/2020 Site Information: Paget Customer: Truss Components of Oregon,Inc. Job Number: 0119305 Job Description: Riverside 2885 B Roof Master Address: master,master,OR Job Engineering.Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1W1871750009 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,34 truss drawing(s)and 7 detail(s). item Seal# Truss Item Seeis# . , Truss 1 032.19.0927.26274 BG 2 031.19.1647.15448 B 3 032.19.0927.26258 BGE 4 032.19.0927.26226 A2GE 5 032.19.0927.26273 A2 6 032.19.0929.21111 A2G 7 032.19.0929.20675 Al 8 032.19.0929.20908 A 9 032.19.0929.20674 AGE 10 032.19.0929.20907 SDG 11 032.19.0929.20689 SDG1 12 032.19.0929.21080 GGE 13 031.19.1649.07383 G 14 032.19.0929.20923 G1 15 032.19.0929.20704 G2 16 032.19.0929.21095 G3 17 032.19.0929.20910 CGE 18 032.19.0929.20954 CG 19 032.19.0929.20938 FGE 20 031.19.1652.39570 HGE 21 032.19.0929.20658 HG 22 032.19.0929.21126 X ______,22,__,223, 21.1_,..... 25 032.19.0929.20891 EJG 27 032.19.0933.20624 J 26 032.19.0839.26512 IGE 28 032.19.0933.20531 I 29 032.19.0933.20545 K 30 032.19.0933.20484 SJ1 31 032.19.0933.20561 SJ2 32 032.19.0933.20500 SJ3 Printed 2/1/2019 9:34:11 AM PROp G�5 0,,G%NFSR 83294PE 9 Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 /11 Sacramento,CA 95826 ALPINE Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 AN RW COMPANY G I014,2- th sacseals@itwbcg.com eel,Tao' R.neMral 6/3012020 02/01/2019 Customer: Truss Components of Oregon,Inc. Job Number: 0119305 Job Description: Riverside 2885 B Roof Master Address: master,master,OR tss xti 33 032.19.0933.20515 SJ4 I 34 031.19.1130.51041 FT1 Printed 2/1/2019 9:34:11 AM 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 drawin•s do not de•ict or s•eci instalia'o . _ .__ *1. mind _similar_buikfing---T.---_---- sta•i ity 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 s 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. U#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl 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.afandoa.orq. 2. ICC: International Code Council;www.iccsafe.org. 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.tginst.orq. 5. SBCA: Wood Truss Council of America,6300 Enterprise Lane, Madison,WI 53719;www.sbcindustry.co Page 2 of 2 r -e SEAN:229807/ T4 / COMN Ply: 3 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:88 Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26274 Truss Label: BG JAK / GWH 02/01/2019 f ` 5 3 Complete Trusses Required 3'1"10 6'4"15 I 9'8"5 137" 174" I 21'0"15 I 2411"11 I 28'3"1 31'6"6 3481 I " I " I " I I I3110 336 3'3"6 31011 3815 3'8"15 310"11 3'3"6 3'3"6 3110 III6X10 F I r 4X5115] 1 ///4X5820] 12 G 4 03X50[10] • .--'--4X8[25]nC I mW7W11Bt A�h�-� 7121A1111111111111111'M\ EP V1 V U T S R 62 Q P 0 N M L=H0714(B�) H0615(89R) =3X5[7] .H0612 1115X5[21] =5X7[26] =4X5[28] 1111.5X4 1114X5 1118X8 =380514 1111.5X4 r 34'8" 1 31"10 I 3'3"6 I 3'3"6 I 3'10"11 I 3'8"15 I 3'8"15 3'10"11 I 3'3"6 I- 3'3"6 I 31"10 I 3'1"10 6'4"15 9'8"5 137" 17'4" 21'0"15 24'11"11 28'3"1 31'6"6 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.525 P 785 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.050 P 392 240 W 12083/- /- /- /734 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.144 L - - K 13189/- /- /- /744 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.288 L - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:21.22 ft Code/Misc Criteria Creep Factor.1.5 W Brg Width=5.5 Min Req=4.3 TCDL:6.0 psf K BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.816 Req=4.7 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.976 Bearings W&K are a rigid surface. Spacing:24.0" 080 Dist a:3.47 ft Rep Fac:Yes Max Web CSI:0.954 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE,18SS VIEW Ver:16.01.000.0327.15 A-B 588-9680 F-G 399 -6636 Lumber Wind B-C 602-9924 G-H 494 -8305 C-D 549-9068 H-I 606-10344 Top chord 2x6 HF SS Wind loads and reactions based on MWFRS. D-E 473-7844 I-J 655-11406 Bot chord 2x6 DF-L 2400f-2.0E:B2 2x6 HF SS: E-F 398-6645 J-K 630-11137 Webs 2x4 HF Std/Stud:W5,W13 2x4 DF-L Std/Stud: :W7,W9,W11 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.120"x3",min.nails A-V 9116 -553 Q-P 7752 -461 Top Chord:1 Row @12.00"o.c. V-U 9114 -553 P-0 9660 -566 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) U-T 9374 -568 O-N 9660 -566 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal T-S 8511 -514 N-M 10766 619 spacing between rows and stagger nails in each row S-R 8511 -514 M-L 10483 -593 to avoid splitting. R-Q 7341 -442 L-K 10487 -592 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 71 plf at 0.00 to 71 plf at 34.67 BC:From 7 plf at 0.00 to 7 plf at 34.67 U-C 657 -33 Q-G 133 -2304 BC:8.73,1132 2.73,14.73Conc. Load at 0.73,2.73 0,4.73,.73,22.733 SEG PROp C-T 61 -958 G-P 2329 -124 r�7 T-D 1253 -68 P-H 133 -2411 BC:3393 lb Conc.Load at 24.97 � rt.),G I N Fly' Q D-R 91 -1461 H-N 2160 -109 BC:1396 lb Conc.Load at 26.73,28.73,30.73,32.73 �0 (G MOVE 4/ R-E 1683 -94 N-I 56 -1183 • nar All plates are 3X5 except as noted. ��--- -- F-Q 3929 -226 M-J 389 -30 Plate Shift Table OREGON JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite - , iv i4,2-t* m [7] W3X5 S 1.75 [10] W3X5 S 1.25 [15] W4X5 3.00 L 1.25 [20] W4X5 2.75 R 1.50 *eel,Tao' [21] W5X5 S 1.75 [25] W4X8 S 1.25 Renewal a/3012020[26] W5X7 S 2.75 [28] W4X5 S 2.25 02/01/2019 **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)fosafety 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 shall have a propeny attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to 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 RW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e COMPANY listingthis drawing indicates acceptance of pro-fessrona engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per ANSI/1'P!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.org Sacramento,CA 95826 SEQN:227066/ T1 COMN Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1WI871;/50009 r FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1647.15448 Truss Label: B JAK / GWH 01/31/2019 6'3"13I 11'9"15 "I 17'4" I 22'10"1 I 28'4"3 I 348" 6'3"13 5'6"1 5'6"1 5'6"1 5'6"1 6'3"13 5X5 E -r :? — 12 .03X5 3X5 4 D 1.5X4 1.5X4 iC C' io in B H e. A x .-,� m -i. I 3X10(62) =3X5 =3X7 =4X5 =3X5 '3X10(B2) 1 34'8" i 1'6" 9'0"14 8'3"2 8'3"2 9'0"14 1'6" 9'0"14 174" 25'7"2 I 348" I H 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): 0.335 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.680 L 606 240 g 1588 /- /- /659 /66 /71 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.113 J - - H 1588 1- /- /659 /66 /- EXP:B Kit:NA HORZ(TL):0.229 J - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.14 ft ( ) B BrgWidth=5.5 Min Req=2.6 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf H Brg Width=5.5 Min Req=2.6 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.839 Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.906 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI:0.791 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 738-3438 E-F 593 -2312 C-D 698-3122 F-G 697 -3122 Lumber D-E 593-2312 G-H 739 -3438 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#1&Bet. Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-M 3173 -624 K-J 2731 -528 Bottom chord checked for 10.00 psf non-concurrent M-L 2731 -521 J-H 3173 -630 bottom chord live load applied per IRC-12 section L-K 2731 -528 301.5. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. M-D 380 -34 L-F 209 -802 D-L 209 -802 F-J 380 -34 E-L 1045 -208 �'g,p - -OF�`rS' �G _GINFc �O to 83294PE R 7 OREGON 13` SLY 14,20d g, wItell Tar's Renewal 6/30/2020 02/01/2019 **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,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCO3)357US OR 57113 q a g f 9. (503)357-2118 Ext Component Safety Information,byy�TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for 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 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 M COMPANY COM truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page lisflng this drawing,indicates acceptance of pro-fessronaf 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 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 or SEC/N:227069/ T2 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26258 Truss Label: BGE JAK / GWH 02/01/2019 1T4" 34'8" 17'4" 17'4" r~2,8"—.1-- ) 5N5 4 V - ,o _ in _ - CO - f` CD B - - 4 1 a 4 4 4 e 4 9 B 0 7 o i� - -- - - 1 _Z AA =3X5(81) 5 K5 =3X5(B1) — I. 34'8" 1 I1'6" 34'8" — I 34'8" 116H 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 U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 M 999 240 B" 122 1- /- /43 /4 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 E - - AK"114 /- /- /42 /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.002 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.14 ft Code I Misc Criteria CreepFactor:1.5 B Br Width=240 Min Req TCDL:6.0 psf AK Br Wi Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.211 9 dth=176 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.026 Bearings B&AK are a rigid surface. Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Varies by Ld Case Max Web CSI:0.088 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#1&Bet. 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. 0O PROp1 Wind `�� oGINF�S"V Wind loads based on MWFRS with additional C&C member design. �� 832E R 9 — — -- —_ _ — — 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. /` vy�y 14,20 4,ZOt(a 0 GABRST10 014See DWGS 0 for gable wind bra ingETIN1014,& eeeII Tar.c requirements. Renewal 8/8012020 02/01/2019 '"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)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 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. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page COMPANY listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per 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.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:227075/ T28 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1 W187?750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26226 Truss Label: A2GE JAK / GWH 02/01/2019 I 16'9" 3378 16'9" 16'3"8 I--21"--I-- -.dI TYP) .------5X5 T LtT 12 4i - _ - - T2 ;7 o to 3X5 Y B C Z _ e• A i d 9 9 9 4 d 9 0 0 0 0 0 4 4 0 4 4 4 I 4 M m 3X5(61) AJ 5X5(E1) 5X5 B2 1 33'0"8 1 1.16" I-. 33'0"8 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl 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): 0.008 Y 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00, Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.019 Y 999 240 B* 126 1- /- /44 /4 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 Y - - AJ*108 /- /- /37 /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.007 Y - - Wind reactions based on MWFRS Mean Height 21.04 ft Code 1 Misc Criteria Creep Factor.1.5 B Brg Width=216 Min Req=- NCBCLL:10.00 TCDL:6.0 psfBrg Req=- Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.211 AJ Width=180 Min BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.048 Bearings B&AJ 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:3.30 ft Rep Fac:Varies by Ld Case Max Web CSI:0.126 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: Bot chord 2x4 HF#1&Bet.:B2 2x4 DF-L#2: Webs 2x3 HF#2 :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' 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 �It�O PROP 301.5. Wind 0.5 k,,,,GINE ,,,N E ,,, 'O'Z Wind loads based on MWFRS with additional C&C 83294PE 9 member design. w- .......--- Additional �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 is studs of the same grade. 15 O... `ytY 14,20 �0 See DWGS A12030ENC101014,GBLLETIN1014,& green Ta *'' GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 02/01/2019 *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 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 B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this draw!ng,any failure to build the ,aww/ truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracimCOW AN/ of trussesA seal on this draavinng or cover pa e 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 ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 r SEAN:227071/ T29 / COMN Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1W1871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26273 Truss Label: A2 JAK / GWH 02/01/2019 I 6'3"8 I 11'5"4 I 16'9" I 22'0"12 27.2"8 I 33'0"8 6'3"8 5'1"12 5'3"12 5'3"12 5'1"12 510" =5X5 E T ii T 4 12 0 X5 3X5 D F 0 1.5X4 k 1.5X410r '1001•2 to C G 3X5 H B A•0007 rn " m'f'r. 31 =5X5(B1) =3X5 L=4X5 B2 J =5X7(E1) 3X7 .3X5 A 33'0"8 i 11'6" I 8'5"6 I 8'3"10 I 8'3"10 I 7'11"14 8'5"6 16'9" 25'0"10 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.276 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.563 D 700 240 B 1528 /- /- /633 /71 /61 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.082 J - - I 1396 /- /- /587 /59 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.167 J - - Wind reactions based on MWFRS Mean Height:21.04 ft NCBCLL:10.00 Code 1 Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.5 TCDL:6.0 psf I BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.800 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.855 Bearing B is a rigid surface. Rep Fac:Yes Max Web CSI:0.895 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 706-3269 F-G 717 -2999 Lumber C-D 683-3002 G-H 757 -3230 D-E 563-2196 H-I 798 -3275 Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: E-F 575-2194 Bot chord 2x4 HF#1&Bet.:B2 2x4 DF-L#2: Webs 2x4 HF Std/Stud :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-M 3014 -624 K-J 2575 -517 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section M-L 2596 -533 J-I 3015 657 301.5. L-K 2575 -517 Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. M-D 378 -40 L-F 197 -749 D-L 201 -774 F-J 377 -78 E-L 975 -199 ,Se 10 PROFFss O0 �4G1Nee �O 46 wr 88294PE - OREGON V 1VLY 14,20� 0 4°eell Tan`t Renewal 6/80/2020 02/01/2019 "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)rosafety pactices prior to performing these functions. Installers shall provide temporary (503)357-2116 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 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 L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,r,rrw ,,,,. 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 professions engineering responsibility solely for the design shown. The suitability and se of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.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 SEAN:227102/ T30 / COMN Ply: 3 Job Number: 0119305 Cust:RR7175 JRef:1 WI871%150009 ' FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21111 Truss Label: A2G JAK / GWH 02/01/2019 I 5 5 5 3 Complete Trusses Required 4'0"1 _I 6.1"111I 11'5"6 I 16'9" _( 22.0"10 _I 27'4"5 _I 33'0"8 I 4'0"1 2'1"1d 5'3"10 5'3"10 5'3"10 5'3"10 5'8"3 1114X5 E 4 12 \\\5X510] 3X5 F ,...,..3x5 3X5 _ 4X12[8] T2 C G 4X5 B 4X1A6(B8R) W3 W4 =4X5(H1) I" g im I 0 I' P 111 0 N M L K J B2 I 1111.5X4 6X12[7) SEAN:227083/ T10 / COMN Ply: 1 Job Number: 0119305 Cost:RR7175 JRef: 1W1871750009 FROM:BB Qty: 12 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20675 Truss Label: Al JAK / GWH 02/01/2019 5'1"2I 10'4"14 _I 15'8"10 _I 20'10"6 26'8"6 5'1"2 5'3"12 5'3"12 5'1"12 510" 4X5 — 12 D 4 p .2C5 3X5 E I IIA B 1.5X4 TF co .-_-_3X5 G N 1 H 1111.: 5X4[4] =3X5 =-3X75 =3X5 —5X7(E1) 1 26'8"6 i 2'5"4 I 7'11"10 ' 8'3"10 I 711"14 2'5 4 10'4"14 18'8"8 26'8"6 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): 0.126 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.259 I 999 240 N 1139 /- /- /478 /68 /56 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 I - - H 1132 1- /- /476 /63 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.087 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 21.37 ft Code I Misc Criteria Creep Factor:1.5 N Brg Width=- Min Req=- TCDL:6.0 psf H BrgWidth=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.699 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.713 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): B-C 218 -840 E-F 541 -2271 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 C-D 399-1407 F-G 581 -2515 Lumber D-E 390-1405 G-H 619 -2560 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' L-K 1180 -215 J-I 1854 365 Plate Shift Table K-J 1854 -365 I-H 2345 -494 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [4] W1.5X4 S 2.50 Webs Tens.Comp. Webs Tens. Comp. Loading B-M 299-1141 K-E 201 -774 B-L 1049 -217 D-K 479 -98 Bottom chord checked for 10.00 psf non-concurrent L-C 214 -780 E-I 413 -85 bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. so)PROF Left end vertical not exposed to wind pressure. �(�,� FSS ff k,OGtP4 i0 88294PE 1. - — OREGON ' . 'VLY 14,tee AD °sell Tata''% Renewal 6/30/2020 02/01/2019 **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)fsafety 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 shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (refer to A IPL 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 K,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 proiessionaf engineering responsibility solely for the des: n shovlin. 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 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 SEAN:227085/ T38 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 W I871t/50009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20908 Truss Label: A JAK / GWH 02/01/2019 5'1"2 10'4"14 15'8"10 20'10"6 27'1"14 5'1"2 I 5'3"12 5'3"12 5'1"12 I 6'3"8 H =4X5 12 D 'r 4p !A 3X5 �3X5E C i 1113X5 V\No;i; 1.5X4 AB F a T iry G H s g.; = =I r( 1111.5X4[4] =3X5 =3X73X5 =3X5 =4X B1) r 27'1"14 2'5"4 7'11"10 8'3"108'5"6 1'6" 2'5"4 10'4"14 I 18'8"8 I- 27'1"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSl 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): 0.175 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.356 I 906 240 N 1149 1- /- /483 /64 /64 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 I - - G 1275 /- /- /537 /74 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.121 I - - Wind reactions based on MWFRS Mean Height 21.04 ft Code f Misc Criteria Creep Factor:1.5 N Brg Width=- Min Req=- NCBCLL:10.00 TCDL:6.0 psf G Brg Width=5.5 Min Req=2.1 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.811 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.882 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.728 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 219 -845 E-F 521 -2288 C-D 404-1428 F-G 548 -2569 Lumber D-E 388-1427 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table L-K 1192 -197 J-I 1887 -351 JT Plate Chord JT Plate Chord K-J 1887 -351 I-G 2356 -455 No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.50 Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent B-M 301 -1147 K-E 204 -791 bottom chord live load applied per IRC-12 section B-L 1056 -218 D-K 498 -102 301.5. L-C 216 -793 E-I 409 -50 Wind Wind loads based on MWFRS with additional C&C marober design. Left end vertical not exposed to wind pressure. 4 .O " Op tSS .y "GINe ,O 4.li 83294PE 9 OREGON 1) ` ` LLY14,20� e. e8e11 Tao ,c Renewal 6/3012020 02/01/2019 "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 installing and bracing. Refer to and follow the latest edition of BCSI(BuildingCO3)357 US OR 97113 Componentruses require extreme care in fabricating,handling,shipping,a (503)357-2118 Ext Safety Information,by TPI and SBCA)toy safety 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 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 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 ,w„wrn,,,Pua truss in conformance with ANSI/7P] 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 suitabilitygg01 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/1711 Sec.2. For more information see this iob'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:227089/ T39 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20674 Truss Label: AGE JAK / GWH 02/01/2019 i 10'4"14 271"14 10'4"14 I 16'9" VO-11 1 1,4"'I (TVP) =4X5 12J 4 � .'l• — E. AB T • it W1 (V - - - • • • • • • • • V 1 �. _ ��_ W i AR AS A — 3X5 =3X5(61) 1 271"14 1 271"14I 1'6" 27'1"14 I I 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.003 I 999 240 AS"125 /- /- /39 /3 /6 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 R - - Al" 125 1- /- /42 /8 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.003 L - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.04 ft Code/Misc Criteria Creep Factor:1.5 AS Brg Width=133 Min Req=- TCDL:6.0 psf Al BrgWidth=192 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.274 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.047 Bearings AS&Al are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.127 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2:W1 2x4 HF Std/Stud: 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. �0 PROFS Wind `, ft 0G1N4.:vo Wind loads based on MWFRS with additional C&C G member design. 4/ 88294PE 9 r----- 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 'It 14 ZetP 0r studs of the same grade. 8e@��Tar" See DWGS A12030ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing Renewal 8/8W2020 requirements. 02/01/2019 "'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 forpermanent lateral restraint of webs shall have bracinq 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 NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin.Compon¢nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,m COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA$eal 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 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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 r a SEQN:227080/ T27 / HIPS Ply: 2 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20907 Truss Label: SDG JAK / GWH 02/01/2019 I 5 5 2 Complete Trusses Required 5'11"4 10'8" 15'3" I 19'10" I 24'6"12 I 30'0"8 5'11"4 4'8"12 4'7" 4'7" 4'8"12 5'S"12 12 4 _ =4X112 -3X5 1111.5X4T2 =3X5. 5XF10 B C D T = lipl _ - . =3X10 B2) n 3X10(131) , 1 y 1‘11 1111.5X4 =3X7[9] 3X7 H0508 =4X8[17] 1111:X4 t. 30'0"8 5'11"4 4'8"12 4'7" I 4'7" I 4'8"12 I 5'5"12 5'11"4 10'8" 15'3" 19'10" 24'6"12 30'0"8 LoadingCriteriaPSF) ♦Maximum Reactions lbs (psf) Wind Criteria Snow Criteria(Pg,Pf in DeflICSI Criteria Non-Gravity 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.524 D 682 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.045 D 341 240 N 2813 /- /- I- /152 /- Risk Category:II BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.076 B - - G 2879 I- /- /- /154 /- EXP:B Kzt:NA HORZ(TL):0.152 B Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 19.49 ft NCBCLL:0.00Code 1 Misc Criteria Creep Factor:1.5 N Brg Width=5.5 Min Req=2.3 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.888 G Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.668 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:0.965 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:16.01.00C.0327.15 A-B 202-3673 D-E 318 -5492 B-C 285-5018 E-F 285 -4943 Lumber Wind C-D 318-5492 F-G 192 -3422 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Wind loads and reactions based on MWFRS. Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-M 3461 -187 J-I 4997 -289 Nail Schedule:0.120"x3",min.nails M-L 3453 -187 I-H 3213 -178 Top Chord:1 Row @12.00"o.c. L-K 5066 -289 H-G 3213 -177 Bot Chord:1 Row @ 9.25"o.c. K-J 4997 -289 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 B-L 1712 -107 E-I 31 -377 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac:1.15) C-K 466 -31 I-F 1893 -116 TC:From 71 plf at 0.00 to 71 plf at 5.94 K-E 542 32 TC:From 36 plf at 5.94 to 36 plf at 24.56 TC:From 71 plf at 24.56 to 71 plf at 30.04 BC:From 7 plf at 0.00 to 7 plf at 30.04 - - TC: 489 lb Conc.Load at 5.89,24.61 ��LEO PROFFS BC: 85 lb Conc.Load at 2.00,28.50 •( trj BC: 88 lb Conc.Load at 4.00,26.50 0 BC: 232 lb Conc.Load at 6.00,8 00 10.00,12.00 �,.0 ��88294PEGIlle�41 0 BC: 251 lb Conc.Load at 14.00,14.50,16.50,18.50 20.50,22.50,24.50 0„...-- Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite [9] W3X7 2.50 R 1.25 [17] W4X8 3.00 L 1.50 1` "l/�y 14 20 04 sC 0 Purlins e°ell Tan' In lieu of structural panels use purlins to brace all flat Renewal 8/20/2020 TC @ 24"OC. 02/01/2019 "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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSIBuildin CORNELIUS OR 97113 q g 9 p (Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)mr safety practices prior to performing these functions. Installers shall provide temporary /161/4,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 ins3alled 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 ILP 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 AN n0/COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,Indicates acceptance of pro-fessionaf 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 ANSIfTPI 1 Sec.2. For more information see this iob'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:227097/ T33 / COMN Ply: 3 Job Number: 0119305 Cust:R R7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20689 Truss Label: SDG1 JAK / GWH 02/01/2019 I ` 3 Complete Trusses Required 3'11"10 I 7'11"4 I 12'9"3 I 17'8"13 I 22'6"12 I 26'6"6 I 30'0"8 3'11"10 3'11"10 4'9"15 4'11"11 4'9"15 3'11"10 3'6"2 12 =8X10 1111.5X4 3X5 4V =8F0 T ,...--3X5 B - 3X5 B G M =4X1A2(B3) i W4 =4X12(82) 1 ", 1111.X4 1114 5[7] m4X12[12] H0714 JB2 1111.5X4 4X5[20] 1 30'0"8 1 I" 311"10 _ 311"10 I 4'9"15 I 411"11 _I 4'9"15 I 311"10 I 3'6"2 '� 31190 711"4 12'9"3 17'813 22'6"12 26'6"6 30'0"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 U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.524 D 682 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.047 D 341 240 O 8954 /- /- 1- /573 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.100 I - - H 8970 /- /- 1- /581 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.199 I - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:19.65 ft Code/Misc Criteria Creep Factor:1.5 0 Brg Width=5.5 Min Req=4.9 TCDL:6.0 psf H BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.903 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.992 Bearing 0 is a rigid surface. Spacing:20.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.526 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 A-B 467-7288 E-F 568 -8821 Lumber Wind B-C 470-7322 F-G 453 -7034 C-D 577-8976 G-H 410 -6346 Top chord 2x4 DF-L#1&Bet.:T2 2x6 DF-L#2: Wind loads and reactions based on MWFRS. D-E 577-8974 Bot chord 2x6 HF SS:B2 2x6 DF-L 2400f-2.0E: Webs 2x4 HF Std/Stud:W4,W8 2x4 HF#2: :Rt Wedge 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-N 6874 -439 K-J 6643 -428 Nail Schedule:0.120"x3",min.nails N-M 6863 -439 J-I 5960 -385 Top Chord:1 Row @12.00"o.c. M-L 6891 -442 I-H 5947 -384 Bot Chord:2 Rows @ 3.50"o.c.(Each Row) L-K 8854 -571 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row Maximum Web Forces Per Ply(lbs) to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads M-C 1023 -56 F-J 823 -44 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) C-L 2378 -154 J-G 835 -51 TC:From 59 plf at 0.00 to 59 plf at 30.04 K-F 2503 -161 BC:From 6 plf at 0.00 to 6 plf at 30.04 BC:1149 lb Conc.Load at 2.06,4.06 EEO PROP . BC:1139 lb Conc.Load at 6.06,8.06,10.06,12.06 . G ss' 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 n OGINE . p G Plate Shift Table 4/ 8821)4PE ----- r No Size Shift Bite No Size Shift Bite [7] W4X5 S 3.50 [12] W4X12 5.00 L 2.25 [20] W4X5 2.75 L 2.75 OREGON Purlins In lieu of structural panels use purlins to brace all flat ,@ TC @ 24"OC. eel,Tar ' Reaawat 613W2020 02/01/2019 "'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)rosafety 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 oftrussand position as shown above and on the Joint Details, unless noted otherwise. (tefer toto drawings 160A-Z for standard plate positions. ALPINE E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,W rwmMrsw, ANSI/T131 truss in conformance with ANSI/ 1 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of profiessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i 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 SEQN:227052/ T13 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 WI871750009T ■ FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21080 Truss Label: GGE JAK / GWH 02/01/2019 8' 16' F8, I- H 8' F-28"-+-1'4"H ///4X8(R1) T 12 (TYP) T 4V i �A ; _1 i N hAB I i i' I i i I I L M 1 3X6(81) I.5X4(T) 1.5X4(**) =3X5(B1) r 5'2"12 1 10'9"4 1 1'6" - 5'2"12 1I i"4 5'4" 14 5'2"12 5'2"12 5'4" 10'8" ��9"4 16' -16" 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 LI# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.030 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.072 J 999 240 B 409 1- /- /169 /39 /53 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 C - - T 862 /- /- /324 /20 /- Des Ld: 42.00 EXP:B KztNA HORZ(TL):0.024 C - - L 724 /- /- /293 /46 /- Mean Height 15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.262 B Brg Width=3.5 Min Req= 1.5 BCDL:4.2 psf T Brg Width=5.5 Min Req= 1.5 Load Duration:1.15TPI Std: 2007 Max BC CSI: 0.377 MWFRS Parallel Dist:0 to h/2 L Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.337 Bearings B,T,&L are 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): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Lumber Additional Notes G-L 261 -915 Top chord 2x4 DF-L#1&Bet. Provide lateral wind bracing per Alpine wind bracing Bot chord 2x4 HF#2 details or per engineer of record.2X3 studs require Maximum Bot Chord Forces Per Ply(lbs) Webs 2x3 HF#2:W70%1,W2 2x4 HF#2: reinforcement at of the length tabulated for 2X4 studs of the same grade. Chords Tens.Comp. Plating Notes See DWGS A12015ENC101014,GBLLETIN1014,& P-L 801 -136 All plates are 1.5X4 except as noted. GABRST101014 for gable wind bracing (**)2 plate(s)require special positioning.Refer to requirements. Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. T-G 186 -754 G-P 675 -171 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. ��O PROA- Bottom chord checked for 10.00 psf non-concurrent (p S bobottom chord live load applied per IRC-12 section `G�� �r,�NF� ''.0 ((/O 83294PE 7 Wind lc Wind loads based on MWFRS with additional C&C - member design. OREGON I) `ZLY 14,2- C s ',ell Tar' Renewal 6/30/2020 02/01/2019 "*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 c7 safety 9. (503)357-2118 Ext ComponentSafety Information,by TPI an SBCA)fosa ty 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 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, 411/6•.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 MUM 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 pramsionaf 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 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.org Sacramento,CA 95826 i. SEON:227054/ T16 COMN Ply: 1 Job Number: 0119305 Oust:R7175 JRef:1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1649.07383 Truss Label: G JAK / GWH 01/31/2019 8' 16' 8' 8' 4X5 C T ,2 tn 4 m fV _ u7 A E • IGF 3X5(61) i 1.5X4 �1.5X4 =3X5(61) r 5'2"12 1 10'9"4 i 1'6"- I 5'2"12 I 5'6"8 5'2"12 11 6 H 10'9"4 16' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(ibs) 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): 0.012 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.029 F 999 240 B 685 /- /- /243 /37 /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 G - - G 311 1- /- /184 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.027 G - - D 728 /- /- /301 /17 /- 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: 0.958 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.531 G Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.121 D Brg Width=5.5 Min Req= 1.5 Bearings B,G,&D are 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): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 328 -807 C-D 298 -940 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-G 658 -219 F-D 796 -175 Bottom chord checked for 10.00 psf non-concurrent G-F 703 -190 bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. A,IxtEo PROFS ilj 83294PE 46 - OREGON " . 'Ztr 14,26 a' , * eels Tart Renewal 8/3012020 02/01/2019 "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)Mr safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properrlly 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 JoincDetails, 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 ,4,111WCO,,1%1fi. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability 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.orq Sacramento,CA 95826 r SEQN:227057/ T24 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1WI871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20923 Truss Label: G1 JAK / GWH 02/01/2019 7'5"8 15'5"8 f' 7,5„8 -I- 8' H 4X5 12 B l 4V ... NI GV M 10- A co C _ % E D F E 1114X8(G1) 0 1.5X4 1.5X4 =3X5(61) r 4'8"4 1 10'9"4 4'8"4 5'6"8 57"12 1'6" -{ 4.8"4 I 10'2"12 I 15,5"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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.029 E 999 240 A 567 /- /- /177 /34 /40 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.013 F - - F 302 /- /- /180 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.031 F - - C 733 1- /- /300 /17 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor.1.5 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.959 A Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf F 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: 0.625 C Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.121 Bearings A,F,&C are 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): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 418 -836 B-C 337 -952 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Loading F_ E 686 -2972E--242C 807 -235 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. TTw fsS O�� _.G% 4 7O 83294PE OREGON 'AC G `ZLY14,2- 0 88e11 Tao,c Renewal 6/3012020 02/01/2019 "'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 C031357-21US 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. 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 BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w „mwwAN,' truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracim ng of trussesA eal on this drawing or cover page, listing this drawing Indicates acceptance of proessionall engineering responsibility solely for the design shown. The suitability and 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. 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:227062/ T23 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20704 Truss Label: G2 JAK / GWH 02/01/2019 6'11"6 14'11"6 H6,11"6 I 8' H 12 E---4X5- B a Li i---- .... M T2 A =o M c1 - g o �DI1 1116X8(G1) F \ E 1.5X4 1.5X4 =3X5(81) A- 4'2"2 -1 10'9"4 i 42"2I 56"8 H 52"12 I 1'6"H4'2"2 9'8"10 14'11"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 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): 0.011 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.028 E 999 240 A 568 /- /- /174 /31 /39 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 F - - F 292 /- /- /187 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.029 F - - C 713 /- /- /294 /15 /- NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf A BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.954 Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.530 F Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.125 C Brg Width=5.5 Min Req= 1.5 Bearings F&C are a rigid surface. Loc.from endwall:AnyFT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 367 -773 B-C 319 -902 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x6 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading A-F 629 -245 E-C 760 -217 F-E 656 -218 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. itEO PROFS ifj 83294PE 41 5p OREGON *;)` `LLy 14,2- 0 $bell Tar,c Renewal 6/30/2020 02/01/2019 **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 for rmanent 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 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 MN COMPANY in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciCOMPANYng of trussesAeal on thispag drawing or cover e, listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this tawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sgec.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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:227064/ T22 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1WI871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21095 Truss Label: G3 JAK / GWH 02/01/2019 1'5"8 9'5"8 1'5"8 I 8' 12 4 V ,r/6X6(R1) -r III3X5 i illbilimbill....._ 50 NIiE 6. HG F II 11.5X4[4]=3X5 =3X5(81) r 9'5"8 i 1'5'8 8' 1,5"8 9'5"8 1'6"—'I 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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.009 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.018 F 999 240 H 399 /- /- /174 /1 /44 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.017 F - - D 557 /- /- /255 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:-0.033 F - - Wind reactions based on MWFRS ( ) Mean Height 15.00 ft Code I Misc Criteria Creep Factor:1.5 H Brg Width=- Min Req=- NCBCLL:10.00 TCDL:6.0 psf D Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.863 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.469 RepFac:Yes Max Web CSI:0.365 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. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 C-D 115 -458 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud B-G 198 -500 F-C 258 -433 B-F 716 -271 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [4] 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. - pt,.. Left end vertical not exposed to wind pressure. S �•5�OGINee�s'o 4. it 83294PE OREGON A94:111461,3012004202:0 r Tan' 02/01/2019 ""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 CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2119 Ext bracingper SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinftDetails, 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 MUM 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 01 Folsom drawing,indicates acceptance of nrolessronaf engineering responsibility solely for the design shown. The suitability Blvd.,Suite 10 and use of this drawingawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. gg88Sa01amentCA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:wnwa.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq SEQN:227027/ T5 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20910 Truss Label: CGE JAK / GWH 02/01/2019 6'4" I 12'8" 6'4" 6'4" I-.-1'4"-I (TYP) I-2'4"-_-H 4F5 I 12 i PI ii :_. (V B J iv 1 I A K Pi 3X5(61) =3X5(61) I 12'8" - H 1'6" I 12'8" -I 1'6"H 12'8" 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 Of Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 F 999 240 B* 158 /- 1- /40 /5 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 L - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.002 L - - B Brg Width=152 Min Req=- NCBCLL:10.00 Mean Height:19.31 ft Code I Misc Criteria Creep Factor.1.5 Bearing B 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: 0.371 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.041 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.040 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 may be notched Top chord 2x4 HF#2 1.5"deep x 3.5"wide periodically along top edge,only in the Bot chord 2x4 HF#2 area above the let-in studs.DO NOT OVERCUT.No knots or Webs 2x3 HF#2 other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or heel(first)panels. Plating Notes All plates are 1.5X4 except as noted. 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. Additional Notes E0 PROp Provide lateral wind bracing per Alpine wind bracing ,et details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 0 0G%NE 04. studs of the same grade. 0 See DWGS A12030ENC101014,GBLLETIN1014,& it�- 83294PE r - .._ ___ - requirements. Special loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) OREGON TC:From 115 plf at -1.50 to 115 plf at 14.17 13 OREGON 14,20# r TC:From 2 plf at 0.00 to 12 plf at 12.67 (i BC:From 4 plf at -1.50 to 4 plf at 0.00 *lien Tar BC:From 7 plf at 0.00 to 7 plf at 12.67 BC:From 4 plf at 12.67 to 4 plf at 14.17 Renewal 6130/2020 02/01/2019 **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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 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 µITN truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page COMPANY listing this drawing,indicates acceptance of oro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is fhe 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.org Sacramento,CA 95826 SEQN:227029/ T6 / COMN Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20954 Truss Label: CG JAK / GWH 02/01/2019 3'9"14 6'4" 810"212'8" F 3,9„14 2,6„2 I 2,6„2 I 3'9"14 H 4X5 12 C T 4I/ 3X5 3X5 B D u7 00 Illiiiv N =4X5A(A1) --4X561) Ty i IIR 1112X4[5] =3X7 1111.5I X4 1 12'8" i 3714 76"2 2'6"2 3'9"14 H 3'9"14 I 6'4" I 8'10"2 I 12'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,P1 in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.074 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.145 G 999 240 I 1372 /- /- /- /54 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 F - - E 1161 /- /- /- /44 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.033 F - - Wind reactions based on MWFRS Mean Height 19.38 ft Code I Misc Criteria Creep Factor.1.5 I Brg Width=5.5 Min Req=2.3 NCBCLL:10.00 TCDL:6.0 psf E Brg Width=5.5 Min Req= 1.9 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.303 Bearings I&E are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.772 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:0.533 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 106-2650 C-D 82 -1992 B-C 82-1993 D-E 100 -2469 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. A-H 2478 -94 G-F 2286 -90 Special Loads H-G 2453 -95 F-E 2302 -89 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 12.67 Maximum Web Forces Per Ply(lbs) BC:From 7 plf at 0.00 to 7 plf at 10.17 BC:From 14 plf at 10.17 to 14 plf at 12.67 Webs Tens.Comp. Webs Tens. Comp. BC: 254 lb Conc.Load at 1.67,2.17,4.17,6.17 B-G 27 -678 G-D 21 -485 8.17,10.17 C-G 1046 -22 Plate Shift Table JT Plate Chord Jr Plate Chord No Size Shift Bite No Size Shift Bite [5] W2X4 S 2.25 Loading E�PROF Bottom chord checked for 10.00 psf non-concurrent �. bottom chord live load applied per IRC-12 section 301.5. ��/�`6J 483294PE � WindO 00,....-- Wind loads and reactions based on MWFRS. OREGON 1 , `y#y ta,zed' mt ele11 Ta%'" Renewal 6/3012020 02/01/2019 "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,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 q d f 9. (503)357-2118 Ext Component Safety Information,by TPI an SBCA)ter safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /4144. 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 ,wrtwoxwwv 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 proresslonal 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 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 SEAN:227047/ T15 / GABL Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20938 Truss Label: FGE JAK / GWH 02/01/2019 5'6" 11' 5,6" 5,6„ i'4" (TYP) 1'6" -2 =4X5 T 41/ I. int 1 T N B ■ I II r 1 I A .. .I 5■ _ K 3X5(B1) m 3X5(B1) I 11' F-1'6„ I_ 11' ,. 11' I 1,6 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): 0.001 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 F 999 240 B* 161 /- /- /41 /0 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 L - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.002 L - - B Brg Width=132 Min Req=- NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearing B 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: 0.371 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:0.037 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord may be notched Top chord 2x4 HF#2 1.5"deep x 3.5"wide periodically along top edge,only in the Bot chord 2x4 HF#2 area above the let-in studs.DO NOT OVERCUT.No knots or Webs 2x3 HF#2 other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or heel(first)panels. Plating Notes All plates are 1.5X4 except as noted. 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. Additional Notes Provide lateral wind bracing per Alpine wind bracing 0.0 PROpe.n details or per engineer of record.2X3 studs require A4 4arx, studs of the same grareinforcement at de. of the length tabulated for 2X4 �`a �G%N F� �0 41 See DWGS A12015ENC101014,GBLLETIN1014,& 83294PE requirements. Special loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 115 plf at -1.50 to 115 plf at 12.50 OREGON TC:From 2 plf at 0.00 to 11 plf at 11.00 BC:From 4 plf at -1.50 to 4 plf at 0.00 1$ N.•/LY 14,2e� BC:From 7p8at 0.00 to 7 plf at 11.00 '�'eellTao•t BC:From 4 plf at 11.00 to 4 plf at 12.50 Renewal 613W2020 02/01/2019 **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 CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2115 Ext bracing per SCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properlyrl attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joinetails, unless noted otherwise. Defer to A IPL NE 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 ,,,r,,,, ,, truss in conformance with ANSITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listingthis drawing,indicates acceptance of pro-fessrona engineering responsibility solely for the design shown. The suitability and se 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.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:227031/ T9 GABL Ply: 1 Job Number: 0119305 Gust:R7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 031.19.1652.39570 Truss Label: HGE JAK / GWH 01/31/2019 3' 6' F3' I- H 3' 12 --4X5 4 C T io B D A _ E 1 1 1111.5X4 F- 6' -I I- 1,6" 1 3 _I 6' I 1'6"-I 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 Pf:21.2 Ce:1.1 VERT(LL): 0.000 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 C 999 240 B* 186 /- /- /47 /1 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.001 F - - B Brg Width=72.0 Min Req=- Mean Height 15.00 ft Code I Misc Criteria CreepFactor: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: 0.396 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.061 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:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 3X5(81)except as noted. 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. AdditionalNotes Provide lateral wind bracing per Alpine wind bracing AA°PRO,E.S details or per engineer of record.2X3 studs require S studsreinforcement at of the same gradethe length tabulated for 2X4 lid o8G829N4PE � O9 See DWGS Al2015ENC101014,GBLLETIN1014,& it GABRST101014 for gable wind bracing requirements. Special loads -----(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) OREGON TC:From 115 plf at -1.50 to 115 plf at 7.50 'Ais TC:From 2 plf at 0.00 to 7 plf at 6.00 G SLY 14,Zed em BC:From 4 plf at -1.50 to 4 plf at 0.00 aaeIlTao' BC:From 7 plf at 0.00 to 7 plf at 6.00 BC:From 4 plf at 6.00 to 4 plf at 7.50 Renewal 6/302020 02/01/2019 **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 q g p 9. (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 dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-talled 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,apy failure to build the ANI1W COMPANYtruss 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 proressronaa 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 ANSIITPI 1 Sec.2. For mom 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:227045/ T17 / COMN Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20658 Truss Label: HG JAK / GWH 02/01/2019 IF 3' I- 6' H 3' 3' 12 4 (;: .- =4X5 B T ��� `° A C 1 ' -� D ►-� ) 3X5 1111.5X4 - B1 3X5031 � ) r 6' -A F 3 -I- 3 H 3' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def ICSI 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): 0.012 D 999 360 Loc R+ /R- /Rh /Rw /U I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 :VERT TL 0.023 D 999 240 BCDL: 7.00 Risk Category:II VERT(TL): A 393 /- /- 1- /6 /- EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): 0.004 D C 400 /- /- 1- /g /_ Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.007 D - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 A Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.125 C 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: 0.303 Bearings A&C are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.105 Members not listed have fortes less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 6 -616 B-C 6 -615 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-D 549 -3 D-C 549 -3 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 6.00 BC:From 7 plf at 0.00 to 7 plf at 6.00 BC: 163 lb Conc.Load at 2.06,4.06 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. A,0C4 PROp4 l(/cr 83294PE OREGON � �` �/LY 14,20 , eeell Tat' Renewal 6/30/2020 02/01/2019 *`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 Componpent SafetyInformation,byTPI and SBCA)fosafety practices prior to performing these functtiions. Installers shall provide temporary (5031357-2118 Ext attached per ceiling.Locations shownifor ppermanent lateral estraint of webs shstructural ll hav bracinggt installed bottom BCSI sections have properly as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagg@ "'WY COMPANY listing this drawing indicates acceptance of pro7essionaf 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 mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustSacramento,CA 95826 ry.com;ICC:www.iccsafe.org SEQN:227020/ T36 / EJAC Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 WI871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21126 Truss Label: X 1JAK / GWH 02/01/2019 III 1.5X4 CD 12 _ dmii 4I/ i N in r` N CV I A Wil F E III 1.5X4 3X5(61) i 5'11"4 i F--- 1'6" I 5'11"4 - 5'11"4 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 L/deft 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 386 1- /- /174 /13 /49 BCDL: 7.00 Risk Category: Snow Duration:1.15 HORZ( )II LL: 0.006 F - - E 232 /- /- /101 /15 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.012 F - - Wind reactions based on MWFRS Mean Height:19.24 ft Code 1 Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psfE Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.458 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.241 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.480 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per 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. PROp 405 ' Fss G�to �fioG I N 4. HOZ 83294PE 9 ,„„„,-- OREGON OREGON _ A or, 14,zed' G 0 'r•ell Tao's Renewal 6/3012020 02/01/2019 *"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(BuildingCORNELIUS OR 97113 q gp (503)357-2118 Ext Component Safety Information,by TPI and SBCA)tsafety 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 bottom chord shall have a propefly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing ins3al!ed 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 tto 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 4411W 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 pro-fessionaf engineering responsibility solely for the design shown. The suitability 8801 Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 1a Folsomento,CA 9,Suite 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 S SEQN:227023/ T37 / EJAC Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1 WI871750009 FROM:BB Qty: 7 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20720 Truss Label: X1 JAK / GWH 02/01/2019 III 1.5X4 12 BC 4 V ■ ■ N in - yy NT , 3X5(61) E D 1111.5X4 i 5'11"4 A 5'11"4 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefIICS1 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 Risk Category: VERT(TL): A 254 /- /- /112 /1 /40 BCDL: 7.00Il Snow Duration:1.15 HORZ(LL): 0.009 E D 251 /- /- /110 /17 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.018 E - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.49 ft Code I Misc Criteria Creep Factor.1.5 A Brg Width=- Min Req=- TCDL:6.0 psf D BrgWidth=- Min Soffit 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.255 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:0.557 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud 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. � �Ep PROFESS Op .aG*0/q. 'O 4. moi/ 83294PE 41 54 # — OREGON 'A(i 'VLP 14,28 d' e ea' TWA Renewal 6/30/2020 02/01/2019 "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 bracingp 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 drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the IN nwcommy 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 proTessiona 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" For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbclndustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:227018/ T19 / CAJA Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1 W 1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20643 Truss Label: EJ1 JAK / GWH 02/01/2019 3'10"3 F3'10"3 12 C I 4 � rA T So a, B _ (V 1 1 A Z 1 D 353X5(B1) I- 5'11"4 i F-- 1'6" 5'11"4 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# 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): 0.007 D 999 240 B 323 1- /- /156 /9 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - C 109 1- /- /34 /13 /- EXP:B Kzt:NA HORZ(TL):0.006 D D 88 / / /48 /- / Des Ld: 42.00 Mean Height:18.89 ftWind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 C Brg Width=1.5 Min Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.243 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: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. ,v - - •FSS S - 4..0GINe /O 83294PE 61,„, 9 OREGON 'Ly 14,20� ff i 0 ' -ell Tar's Renewal 6130/2020 02/01/2019 **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 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 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 ANIIW COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,Indicates acceptance of proressionaf engineering responsibility solely for the design shown. The suif-ability 8801 Folsom Suite 10 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 1 Folsommento,Blvd.,Clv 95Sui 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 ` SEf N:227016/ T25 / CAJA Ply: 1 Job Number: 0119305 Cast:RR7175 JRef:1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20891 Truss Label: EJG JAK / GWH 02/01/2019 1'10"3 { 1'10"3 12 4 i - C T soB T i A/ //V\ D 1 -- 3X5(B1) A 5'11"4 A 1'6" 1 511"4 H 5'11"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): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.006 D 999 240 B 271 1- /- /- /28 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 43 /- /- /3 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 18.39 ft HORZ(TL):-0.004 D - - D 85 /- /- /10 /- /- NCBCLL:10.00 Code I Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.234 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: 0.228 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.000 D Brg Width=- 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 Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at -1.50 to 71 plf at 1.85 BC:From 4 plf at -1.50 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 5.94 PLB: 25 lb Conc.Load at(2.00,18.04) PLB: 35 lb Conc.Load at(4.00,18.04) Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. 44'sEP PROFS sr s ��5 �G%NF6. VO Ali/ 83294PE 419 '�- F -1- - _.� _- - -__.. _.- ---- - ---- --� .A OREGON Iw` r�L314,20' 0 'teen Tao's Renewal 6/3012020 02/01/2019 ""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 soai 2�ie Ext Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary ( ) bracing per SCSI.Unless noted o-therwise,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 bracingg 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 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,anyfailure to build the , Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawig or cover page ,. listing this drawing,indicates acceptance of professional 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 I Sgec.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.org Sacramento,CA 95826 SEQN:3973 T12 GABL Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1W1871150009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0839.26512 Truss Label: IGE / GWH 02/01/2019 2'6"6 1 3'914 2'6"6 1'3 8 12 4 V CD T v, A i -i °' M MIIIMMEIMINIM 1 V. EF 3X5(82) F 3'9"14 2'6"6 I 1'3"8 2'6"6 3'9"14 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 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 B 999 240 A" 97 1- /- /44 /36 /18 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.001 B - - A Brg Width=45.9 Min Req=- Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 Bearing A is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.104 Members not listed have forces less than 375# BCDL:4.2 psf Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.037 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.034 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.00.1016.20 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::M1 2x3 HF#2: Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outiookers 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" at 48"o/c 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,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent five load.. Wind itEo PROFS s Wind loads based on MWFRS with additional C&C O`Gj 4G1NeS�P IO_ member design. lu Additional Notes CC 83294PE 9 See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing and other requirements. .el OREGON '3 "Liy14,Zed m $8eil Tao.- Renewal 6/30/2020 02/01/2019 ""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 pp' g,installing.and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 87113 Component require Safety Information, care in fabricating,and hanA!n shipping, (503)357-2118 Ext Information,by TPI anr7 SBCA)fo'r safety 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 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 Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANmv 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 proTesslona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd,Suite 107 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustrf.com;ICC:www.iccsafe.orp Sacramento,CA 95826 r SEQN:227035/ T14 MONO Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1WI871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20624 Truss Label: J JAK / GWH 02/01/2019 III 1.5X4 12 CD 4 01.--- III i co F B � (V i A ' M FE 1 III 1.5X4 3X5(B1) k 3'1 1"8 i 1'6"— I 3'11"8 H 3'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl 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 311 1- /- /153 /1 /30 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - E 138 /- /- /67 /2 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.002 F - - Wind reactions based on MWFRS Mean Height:15.00 ft B 8 Width=5.5 Min NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 r9 Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 E Big Width=- Min Req=- TPI Std:2007 Max BC CSI: 0.100 Bearing B is 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:3.00 ft Rep Fac:Yes Max Web CSI: 0.126 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud 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. e��p PROFFS O i 4i0 Z 3.,---- _ .-- ._..._ —----— - OREGON /$` S �LY 14,20s m elell Tan' Renewal 6/30/2020 02/01/2019 "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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the JointtDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,,, N,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of professional 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 101 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:227040/ T11 MONO Ply: 1 Job Number: 0119305 Gust:R7175 JRef:1WI871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20531 Truss Label: I JAK / GWH 02/01/2019 12 1111.5X4 4 L BC M Aiii,iii r' ■ 141111 ■� 3X5(B2) E D III 1.5X4 A 3,9"14 3'9"14 3'9"14 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 U# 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 A 163 /- /- /78 /- /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 E - - D 163 /- /- /79 /3 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:0.005 E - - Wind reactions based on MWFRS ( ) Mean Height:15.00 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 A Brg Width=- Min Req=- TCDL:6.0 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2012 Max TC CSI: 0.228 P TPI Std:2007 Max BC CSI: 0.109 Members not listed have forces less than 375# 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:0.171 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bat chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. GSC �¶—GIN etc, /O [(/ 83294PE OREGON i$` SLY t4,26 0 e °ell Tao'' Renewal 6/30/2020 02/01/2019 "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 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 propelry 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. (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 ,y,FM COMPANYtruss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The 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 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 f SEQN:227037/ T3 / MONO Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1W1871750009 FROM:BB Qty: 6 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20545 Truss Label: K JAK / GWH 02/01/2019 12 1111.5X4 4 CD T B _�H co So " A �■, =� FE I 1111.5X4 3X5(81) 1--- l'11"8—� f 1'6" + 1,11,8 -1 1'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in 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 258 /- /- /128 /15 /19 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 F - - E 32 /- /- /29 /5 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.001 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 B Brg Width=5.5 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: 0.204q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.030 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.017 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud 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. 00 PROp XSss c? IxG%NEr 90 ,� 882B4PE t. -.-,, 7 OREGON �(� `LLY 14,20� „' *len Tao,c Renewal 8/30/2020 02/01/2019 "`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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana SBCA) '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 sheathing and bottom chord shall have a propedfy attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to 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 w, Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover me.. listing this drawing,indicates acceptance of proTessionaf engineering responsibility solely for the design ANSI/TPI 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.orq;SBCA:www.sbcindusiry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:227003/ T21 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1WI871f50009 e FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20484 Truss Label: SJ1 JAK / GWH 02/01/2019 12 4 C 011111111111111111B111111111111111111111D 11 co 6IA ' �� 3X5(61) '6"F 1'11"4 11'11"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):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 258 /- /- /118 /24 /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 13 1- /- /11 /7 /- EXP:B Kzt:NA Des Ld: 42.00 HORZTL -0.001 D - - D 25 1- /- /16 /1 /- ( ) Mean Height 18.56 ft Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor.1.5 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.204 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: 0.030 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 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. P _.G%N E! `QUO 4. tit 88294PE OREGON 13 �/CY 14,28� e8eil Tao.,c Renewal 6/3012020 02/01/2019 **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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper'ly 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 AN MN 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 proressronal engineering responsibility solely for the design shown. The suitability 8801 Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801a Folsomento,CA 95826 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.corn;ICC:www.iccsafe.org SeQN:227010/ T18 / CAJA Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1 W 1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20561 Truss Label: SJ2 JAK / GWH 02/01/2019 12 C I 4i - 1 T co B N 1 T A ►� D r 3X5(81) I- 1'6" I 1;11;4 1110"15 1'11"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): 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 B 295 /- /- /125 /18 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - D 31 /- /- /20 /0 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:18.89 ft HORZ(TL):0.002 D - - C 102 /- /- /25 /14 /- 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: 0.204 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: 0.036 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=- Loc.from endwall:AnyFT/RT:2(0)/4(0) Bearing B is a rigid surface. 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. Ito PROFS 0 �5 4GINEIc �O [i/ 83294PE 469 OREGON /3` "/LY 14,209 0 4.°F••ell Tar's Renewal 6/3012020 02/01/2019 "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)Mr safety practices prior to performing these functions. Installers shall provide temporarytl (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,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 B3,67 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer 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 ,,,r,W COW,,,. 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 protessionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites:ALPINE:ww.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 w SEQN:227012/ T20 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 WI871 50009 . FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20500 Truss Label: SJ3 JAK / GWH 02/01/2019 12 4 1 - B 11 --=2X:ifiAiiiiiiilli So M ~ , 1 C 1'5"12 11 15"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 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):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 66 /- /- /29 /- /9 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 C - - B 40 /- /- /11 /6 /- EXP:B Kzt:NA HORZ TL:0.000 C - - C 20 /- /- /13 /- /- Des Ld: 42.00 Mean Height 18.88 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: 0.023 A Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.008 B 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=- 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 2x6 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. S ��� f`,�GINF&,, 1O ,[(/ 83294PE .A OREGON ~` 'CY 14,28# 0 80e11 Tar,c Renewal 6/30/2020 02/01/2019 "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)fsafety 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. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Defer to A 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,anyy failure to build the N, ,r truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracir,�„ ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessronaf engineering responsibility solely for the deli n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP!1 Sgec.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.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 • • SEAN:227014/ T8 CAJA Ply: 1 Job Number: 0119305 Cust:R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20515 Truss Label: SJ4 JAK / GWH 02/01/2019 12 4 B AF V- =2X4(A1) Pk w1� rli / MMM. I C 1 1'5"12 I 1'10"15 -----1 1'5"12 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): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 C 999 240 A 112 /- /- /42 /- /22 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - C 52 /- /- /23 /5 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.002 C - - B 98 1- /- /26 /13 /- NCBCLL:10.00 Mean Height 19.22 ft Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf A BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.158 Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.055 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 B Brg Width=1.5 Min Req=- 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 2x6 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. -c4 PROp�ss 0 oG1NF'e` % ((// 88294PE 41 - f _ / y OREGON 73` 'ZLY14,2O . *ell Tar'Ni Renewal 6/8012020 02/01/2019 "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 87113 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 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- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,f411,,COMPANY truss in conformance with ANSI/TPt 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineeringresponsibility solely for the design shown. The sultabllity and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 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:112753/ T7 HIP_ Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1WI871770009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1130.51041 Truss Label: FT1 BFR / RTT 01/31/2019 III2X4 T 12 rn 12.65 m W1 2X4AD8 � III2X4 9'3"4 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 1- I- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=222 Min Req=- EXP:NA Kzt:NA HORZ(TL) 0.000 K - - Bearing A is a rigid surface. Des Ld: 42.00 Mean Height:NA ft Members not listed have forces less than 375# NCBCLL:0.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 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:0.002 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Wind 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 Std/Stud:W1,M4 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. •Flc S 0A.�5 �GINFF vO 14" 83294PE 7 OREGON A` ICY 14,20� m e°ell Tat' Renewal 6/30/2020 02/01/2019 *"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,installingand bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component SafetyInformation, TPI and SBCA)for safe g' (503)357.2118 Ext p f by a safety practices prior to performing these functions. Installers shall provide temporary 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 bracin 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 LPI 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 a,rww 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 oroiessronaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this 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 95828 tr ' Gable Stud Reinforcement Detail ASCE 7-101 0 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 • Orn 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt a 1.00 2x4Brace (1) 1x4 'L' Brace r (1) 2x4 'L' Brace • (2) 2x4 'L' Brace 11131 Group(1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace SI Bracing Species and Grades' Gable Vertical No ( S Spacing Species Grade Brac Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group As 4) p #1 / *2 4' 11 1 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' spruce-Pine-Fir Hen-Fir -CO S f F #3 4' r1 r 9' 8' 3' 9' T 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1*3*2 Standard Stud *3 StandardStud Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' F Standard 4' 7'I 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douala! fir-Larch Southern Pinner #1 5' 0';I 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *3 *3 ---I a SP #2 4' 10 I 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud _ d' #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d CLI D F L Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U 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 S P F #1#3*2 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' & Btr A-) - it S_ u HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 01 0 Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' . .s Fir-Larch Southern Phew■ #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 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' ® s2 #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). Cu 1 DFL Stud 5' 5'I 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' Bininioa1x4 So.Pion use only Industrial 55 or Standard 5' 3'1 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 nay be used with these grades. d _ SPF #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! L3 U HE 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. 0 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 Of 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 FL 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' Sir ' About Attach 'L' braces with Db(0.128'x3.0' nh) nails. ! ,GTru. 1 . B ?X For CD 'I.' brace. space nails at 2' ac. fable , Pj 18' end zones and as between zones. Diagonal brace option. IIEiFar (2) 'L' braces space nails at 3'o.c. vertical length nay be _ I Ilit*.-22 In 18' end zones and 6'o.c. between zones. doubled when diagonal 'L' bracing must be a miimum of 80X of web brace Is used Connect �, member length. diagonal brace for 335* .L.at each end Max webBr•ce �4'' Gable Vertical Plate Sizes total length Is 14'. / 1- / : Vertical LengthNo Splice 2x4 DF-L N2 orLess than 4' 0' 1X4 or 2X3 Vertical t better diagonalGreater than 4' 0',butength shown , brace,. single less than 11'6' 2X4 In table above. 45' taw shown)ret BGreater than 11' 6' 3X4 IlikillV ) + Refer to common truss design for i 0 upper end. r ' .�:msr � : m■ ` ��� Peak, splice, and heel plates. Connect diagona at onthuous Bearing Refer to the Building Designer for conditions •Int of vertical web. s''',F"•- NIS Nr.„„ Refer to chart above for max gable vertical length. not addressed by this detail mates.REM No mum ALL NOTES ON IRIS whim �1,E0 PROP,. •BFBRT , Mil=THIS BRAVING TO PM-coIIRACTaa DCLUDIiG TIE INSTALLERS REF ASCE7-10-GAB12015 s�/O follow Truese'recpAre care ane latest o► ih fabricating,lxnaurp,.t1y"L�fcorvatkm talling mparmaadr�p ReferroWOO), tyDATE 10/01/14 GZ:censotprior to . these fuKtlp Int Safe attaddoll provide sow . properly: t'p-`h"rr�gy cce"Rkh�o°w�Y structurald l'`"arab DRWG A12015ENC101014 ft/- 1'! -...- I I\ , i'— dao have per BCSII snd on B8,n ar Ole,as tales lr. dot plates to eneh face of bliss and dawn above and on ties Joint Detois,vAess nosed otherwise. r/ ---•1 J Refer to do s - Z for standard plate positions Alpine,a division of ROM.Components Group Inc shall not be responsible foraideviation from AN ITV/'• ssdr I any f to INN the tress In canfornonee akANr in SI/TPI 4 or for handOng,shipping, Instknbracing trusses MAX. TOT. LD. 60 PSF OREGON "�w.r wdy°yfortto.pace shown. The ilds Moots:and use of of nwal • napoaMky of Nbidq Deskier per NNSVTPI I Seca I` 'V.,f,, .\''' ' nor For !.hfovatbn see mNs Jab's general notesand thew web ekes ALPIO ,cau TPS aaatpbetar•y socia ewe °>b tryargi AM..0 f..arg MAX. SPACING 24.0' °ell Tai` ' ...............Renewal 8/3012020 1 i Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or'1100 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 (1) 1x4 'V',Brace ■ (1) 2x4 'V Brace IN (2) 2x4 'L' Brace ■s C1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace rw 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 S Spruce-Pine-Fl Hen-FF #1 / #2 4' 7' 7' 10' 8' 1' 4' 4' 7' 2' 7' 8' 9' 3' 9' 1' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' *1 / *2 Standard *2 Stud - SP #3 9' S' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard CD O H FStud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' FF-Larch Southern Pinellas* CJ #14' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 —1 SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' d StStandard Standard #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' d (v DFL 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• Up c #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir '1") SPF 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 L U HF Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' NI O Standard 5' 0' 7' 6' 8' 0' 1110' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' • •as -La ch kern Phew= #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' IIIMAIMIE SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 5' 1' 7' 11' 1 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). 01 �--1 D F L Stud 5' 0' T 11' 1 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' sksFor 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' Iy 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. d SPF #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' D U H FStud 5' 6' 9' 8' 110' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' %And Load deflection criterion Is L/240. O Standard 5' 6' 8' 8' 1 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 S P #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). #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' f N9' 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. D F 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' Symm I Attach 'L' braces with 10d (0.128'x3.0' Nn) nails. V DE For (1) 'V brace. space nails at 2' ac. In 18' end zones and 4' ac.between zones. 31EBor (2) 'L' braces space nails at 3' oc. Dbgonal brace option ■ In IB'end zones and 6' ac. between zorws. vertical length nay be0111111.4. 'L' bracing must be a mbdnum of 80X of web doubled when diagonalnenber length.brace is used. Connectdbporxil brace for 3856BriGable Vertical Plate Sizes at each end. Max web total length Is 14'. Vertical Length No Spike Less than 4' 0' 1X4 or 2X3 Greater than 4' 0', but2X4 less than 11' 6' Vertical length shownordouecu :� 1's Greater than 11' 6' 3X4 In table above. '�, ■, 45' (as shown) at r �` Refer to com+on truss design Por II • ■ ger • peak, splice, and heel plates. upper end r�ss�■rrr�•Brr�nrr■■�■�g■ ■ �-■� Al/ ntbwwus Bearing • Refer to the Building Designer for condtions Connect dia•• • at 1Inot addressed by this detail. •••- t of vertical web. Refer to chart above for max gable vertical length. ,(Gr ....so PROFn ssmIPIRT FURNISHWAVINGwalialeDIGISm REP AHD AALLL COMPACTORSMAutaPC.1.1kALL HIRES MI THIS 1 THE INSTALLERS.L S. REF ASCE7-10-GAB12030 Fss/ follow the latest edition of ICextreme CSS'1~mimeo C p n SORT).6'fermatbn,byallina�7P1 and SOCA1�fOrr•safetyer to DATE 10/01/14 43w pnc Prior•to l'r crani a thew hYrcUar. bnhl4rs shat provldr per DCSL - , UMew nothd..V.,ww,top chord haw properly attadxd strucbs•al aheaY►(nN;°on batten ewra DRWG A12030ENC101014 shall have a properly attached H�IqpIdd Location shown for pernerwnt lateral restraint of webs � shall have tr*Raq hstelW Per BCSI' BB.B7 or B10,as Apply plates to each face �/.1 1 / — 1 171 of tress aM ppoosition as shown above and on the Joint Betals,unless noted op.ersNe. /�-.�' 1 I I Jit Refer to drawings 100A-z farddsnrtqpwd■hd plate Conpenents Nprssltwlons. arm AN ITV.• tF�drawi g,any fa w to bbdd the truss In awJo nerve lleptiwsvrn for hhsndwp.shbpbwf installation Ao of trusses. MAX. TOT. LD. 60 PSF OREGON A seal an rteib drawing ar cover Urging Ws dream,obdoates AaNacceptancei/pIPtI■ncesofprofessional .p rofessio nal eyw+m tilltaisarlseyponputiht;odrZ r BMrp ThB.dOrnas■dautyrand weld"this droving � ''' &I'M sewsalpine)tILCON'ni see*ids Job's general notes t ewe sbc'liwu�sa'�y.orpJso sees fe.arg MAX. SPACING 24.0' __.-..-_._Renewal 6/30/2020 P ASC 7-10; 120 mph, 30' Mean Height, Closed, Exposure C y Common Resid ntial Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, AS E 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, AS 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, AS 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 p f, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requ ements refer to DRWG A12030ENC101014). Top; Continuous roof shea ing Bat: Continuous ceiling diap ragm H Greater than 7'6' to 12'0' max; provide a 2x6 stiffback at mid-height and brace See Engineer's sealed desi referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and oth r information not shown refer to DRWG A12030ENC101014). on this detail. Optional 2x L-reinforcement attached Nails; 10d box or gun (0.128')1:3',min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I 1 11-1 2X4 Blocking nailed to ��� çtN sheathing and 1r� each truss ' . , �— H i`�• 2X4 DF-L *2 H/2 or better diagonal brace. Attach each end for 560#. i i iiiiiIii ■ ■ u..■�■■�■■ ■ ■ I k , L_ 4 ontinuous Bearing — 2x6 #2 Stiffback f ' attached to each Stud w/ (4) 10d box or sun (0.123' X 3', min.) nails. 'p PROF eldventoeerea liar. FIMALL no, ON nes Novila ' ' Pleeeal 71HS puvew To NJ Mots a�aumw nE ws*�aes REF GE WHALER S{S1 Trusses nWra oar.ti Pabtoario,iandkV.�, U4q and brac�p RaPar to ofd /O folio.the latest of eat sacro toaparant arety ydarnatlon by 1Pt and FOGA)Por mr.ty DATE 10/01/14 S/, A prat l p'or'to . Mase PUKaa/a. ratau.ra the pra„W. ry brarp p.,.yam, J Y Uhl s nopd •- tap lord shot have properly attadapernan.t aterary and bottom webs shall have a property rigid�lecntbn.s,o.n for Pe'arant literal•__ -..of.ebs DRWG GABRST101014 f� i shall haw opp y paM /� �.=l�'I, h` — of truss and **Pin n above and on VI."JJolit DDe�fta.ridess meted otherahe. a each race �_ I 1 I J I Refer to drag Z for standard plate positions. wd AN RW.. Conponenb rice shall not be resporurle fx devbtbn Fran *101.,a division o► istallationn any f . to ti the trams ti arnano..►a'waviPt s,ar'°r tie° 'hppro' MAX. TOT. LD. 60 PSF OREGON A seal an bn'adroor cover pa��Y a&'sows li iestes ooaptsnc.of prof..sbrd r �.Is .defy far eft:Mmn► 7M o,At Ity aM sae or iN.dradYo reaparuWlq a the niao Dewar per Ate:VtPI I act. G __1f.1.:�:‘'4• " For Incarnation see Nils amend.Job'.earol notes and thew web alt.,. Q ALPO `a' sans WI watpratorel=CM awe tryorw ICE.wekc.a,eore MAX. SPACING �h Tal` ' Renewale13012020 Gable Detail _ For Let-in Verticals Gable Truss Plate Sizes Abomut 0 , Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11 ZRefer to Engineered truss design for peak, 11 Qsplice, web, and heel plates. :i ®If gable vertical plates overlap, use a single plate that covers the total area of the overtopped plates to span the web •`� 0 Examples 2X4 © © 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member © idllili 0 Toe-nal - Or - X End-Hall 111 O CO 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 Maximum allowable 'T' reinforced gable vertical IOd Common 3.',mh) Nulls at 4' o.c plus End Driven length Is 14' from top to bottom chord. (0.148'x (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, foenaled Nails' specie, and grade of the 'L' reinfordng member. - Id Shea- • lOd Common (0.148'x3',min) Toenails at 4' o.c, plus eb Length Increase w/ 'T' Brace 4 Nal A ;I (4) toenails in the top and bottom chords. 'T' Relnf. 'T' ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 % , i Member 2x6 20 Y. ASCE 7-05 Gable Detail Drawings Exanplr A13015051014, A12015051014, Al1015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt 1.00 Gable Nails ASCE 7-10 6 ASCE 7-16 Gable Detnl Drawings Gable Vertical = 24'o.c. SP #3 Truss Spaced At 'T' Reinforcing Member Size = 2x4 4 O.C. Ai1515ENC100118, A1201�NC100118, A14015ENC100118, A16015ENC100118, n9 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) - 30% 1.30 A11530ENCL00118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 •l' Brace Length = 8' 7' A1803OENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length 511515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, 520015END100118, S20015PED100118, 511530ENC100I18, 512030ENC100118, 514030ENC100118, 516030ENC100118, 4 Mail �i 518030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. =ww a=READ MO Ria„M.I.MITES MI TIaS OWNSsiMIPERTANIroa FURNISH MO BMWS 10 AU.CONTRACTORS INCUMIIM DE INSTALLER& REF LET-IN VERT DEQ PRO�FSs' voTrusses tine mai.aaon"tr`extreme �cs+lr n caivaMne ser oe Installing by and o�0ma�ieA safety practices Refer DATE 01/02/2018 *,:41161111144:: , OZ prior a performing these functions. Installers shall provide t.nporarr brscka per SCSI DRWG GBLLETIN0118 Unless noted otherwise,tap chord shell have properly attached structural she. bottom lard shall have a properly attached rigid Yq, lwcatbro sheen for permanent lateral restroHt of webs ^ rs„ u- ahaU have brudriig Issued per=,.....,aoru 1�RI:A iW,os appUca Apely Plates to each race it��.; -.1 •I I `J I ReP to ddraw gs 160A Z for stadplate positions Ovals,vdessb`ro'aa aimerehre. Alpine,a dlNsbn or m drq Compwwnts�reatlap la shallnot be resporoble Por ony deviatlan from AN 111N ws dnrlp vy solve a°'liedd full tunas In cslnrornarnoe.Ith ANS[/iP1 L or ror handlra shlppkq MAX, TOT, LD, 60 PSF installation t brodrp of trusses. A seal on this drawing or cover Meg Mss driving.Indicates acceptance of professional 0�r ono for engineering c rerr,pair Is thesolely for ihe design shown The sultakflity and re> w A TPIIeSSe�drawing• DUR, FAC. ANY 441%4,4 �sulezoo for more Information see this JoWs general notes page�and these web sten MAX. SPACING 24.0' G Adel a ALPOE wvxlprnNLw man)TFL www,tplatsr91 SNP..asbeYupstryory rca.w.Jccsnle erg e@h Tao Al/n 1/In 1 Renewal 6/30/2020 i. * Hip Frame Details Hip Frame W4X4, Min. C B • 24' III I■ Trrmmon sses T ` ■ IN ■ iTYp, ■ _ �■ 411:1 . IN Stepped Hip ■-Eitel li �l`�'IIN System Trusses 2x4 Purlins + =_I�2x4 Chords ■ % i i l i l i l . MM\i■IIIN1PPPP- 1"11 Fliqllk % 1 Hip 1111Id -mail Pitched and Sheathed , >,41 4111 �IN■RIN■■■■■■■INKS■IN� Chord Area _ B _ Hip Frame Bottom Chord f 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 Fame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with lOd common (0.148'x3') /-,nails @ 6' o.c. maximum spacing. Hip frame stops at plumb P cut of -/ Hlp Frame Jacks to maintain pitch c ntinuity. Section B—B * Hip frame lumber Is SPF So. Pine, HF, Oftor DFL Standard, Stud gr de, or better. y See Engineer's sealed des n for setback, lumber, plating, loading, a duration factor required. 'R' Hip frame chords may be rimmed up to 2' to fit. - _ _ purlins must be intact an properly attached. 1....__ Setback -- - Stepped Hip System Trusses Use this detail for: ASCE 7-10 & ASCE 7-16, 140 m , 30' M.H., Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10 & ASCE 7-16, 120 m , 30' M.H., Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' M.H., E closed, Cat II, Exp C, top chords of hip frame system where indicated. Residential, Wind TC DL=4.2 ps, , Kzt=1.00 Structural panels must be properly attached directly To hip frame purlins. ...so PROFS mollAMAis ase ACD ro.LCV ALL ICTES CM TICS uaAWDRl salINPUI$ Tru.se. T FURNISH MS BRAVING To AIL CONTRACTORS scums* a1STAU2RS REF HIP FRAME S'/ `'uo,the latest of DCSI ordkang'°r�"ntui "r aosnsndir`°o,�a'° w'°e°^°:ak y DATE 01/02/2018 vOy pneikes p to tep the.e.unction.. In.toU.r.,tau arouse. joapPri ""e"se"° °'"P'r`y Map p ,_o©, y ^� " DRWG HIPFRAMEO118 /� 1`r�1 per ICSi petfon.PJ.nor no... Apwy aaa.a.aa,va« �ice'.'I 1 I I `:J I— of,s.and`i,V ,hour abov. plate on«,..bht D.bol.. emu rotb otMr.he. (Her to drawings Z for standard plotr podtbn.. ./I Alpha,a dvldon o1 C.Mthg CmOanents Croup .holt net M //��pp����.. AN I�VN • M allatatfone Ian)♦g to build Ua muse k�coni slth AWSI/TPI for or an s � ggFrpica A seal on*Ss or ar pep.B.tkq W.*estio,bdcates earutwca uP po/.sibal 'R/sone 200 n D Iar eery s ructure Is rel }a Vr lelan TI.pl r per ear or t& s a r,y reapyp.dopq o.-177.e Building Designer pnotes peaprtAlal/1P[I SecP, fyli., ,. :..3 and these web attew ALPSEEar Information see this. ,cpm TPD aas.tpinsL I SIM ass.Wcndustry.orgs ICC.nmAxsaPe.orp aeII Tan ' Renewal 6130!2020 I CLR Rein -Forcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Liatteral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinf orcementl or p g reinforcement method is desired. L-Reinf. ,• 1\ Apply to either side of web narrow face. ,, Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member is Notes a member (lenf web gth. This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. I><1 Alternative reinforcement specified in chart below may be conservative. \ / \ For minimum alternative reinforcement, re-run design with appropriate Y //1(\` reinforcement type. Q T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L-1 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. NM 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 807. of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6410 i Scab Reinf. T-reinforcement, L-reinforcement, or scab r4ilhforcement to be same species and grade or better than web memb r 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. i ' N.I i ' aVA1s01�READ Aft RUM ALL NOTES a THIS aravtlowelPIRTANTew FURNISH 11011 DRAWN 19 NJ-CIRITRACTIRS WILIAM TIC__ TC LL PSF REF CLR Subst. �Ep 4ROFFSs, folleow of u�csu v s w •v slipping Instaurnand bradng_Refer to_and TC DL PSF DATE 10/01/14 ''Aideolmotion. Tm and >Ior safety py pprrs..cCtac.s prbr to oily ase provide t.gpar.ry brodns of BC DL PSF DRWG BRCLBSUB1014 lbA.ss head of erwise,top chord have properly attached structural Shea button chord shall have a properly attached Lsaatl ns sheen Par pernenent lateral srestrcht of cedes it/�'Ir 1=�I ^" "_ of truss dr* t60A as v'lor•en and an p� lis. des not d etlarabtdes. to d.eh voce BC LL PSF .�- •—1 i i J ( TUT. LD. PSF Nebel,a division of ITV Bu�dYq Components Irwin Inc(hall not be responsible for arty devbtbn Pram AN RW•• this draeiig any fdura to laid the truss In csnfornonce with ANSI/TPI L or for laraaleq.stepping Installation I bradrn of trusses. A sed an this d askw or cover Metra ON drawing Wool's acceptance of professional OREGON vw�r.aur art adds y � d�es�n.Iaw► The s�ur pery and a»w ca. dm DUR. FAC. r• NR�al3�n>taslprar' NISi/IPI I SecE. G =rAlt:'3:V� *1MWFor wssalpbMtecanllTTPIN b this iterg swesbcindstrgeneral notes pace ryy rge ltD these::e safaverg SPACING _ 6WI late ' rn In 1 nn 1 Renewal 6/30/2020 IP' NAIL REINFORCEMENT FOR PLATE DETAIL _ This detail may be used when t a required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss me ber exceeds the actual closer that 1 inch to the Joint line. Nails may also be driven number of' teeth in the given mber. Nails may be driven through the tooth slots, but shall be located at the end of through the connector plateCs in truss members using the the slot farthest from the Joint line. nail type specified below to ince ease the lateral resistance of the connector plate(s) having shortage of required Use a maximum of 2 nails per square inch of plate area. effective teeth. Y Nail Type Nails shall be driven through connector plate having shortage of required effective teeth. Nails may be driven through Duo-Fast CS157 15' x 0.105' mooth Shank Coil Nail connector plate on each face of Joint if each plate has a shortage of required effective teeth. Material Connector Pl tes Substitution SP, DF-L, HF, SPF Alpine 20-gage i ave 1 Nail replaces 2 teeth Nails shall be fully embedded into wood areas free of defects. (SG >= 0.42) Alpine 20-gage 1 Nall replaces 2 teeth Alpine 18-gage 11 Nall replaces 2 teeth This detail is applicable only on Joints where the connector plate has been offset no more than 1/2' from the design Nail Type I position shown on the truss design drawing. 0.131' x 1.5' Box or Gun Nail This detail is applicable for trusses with lumber oriented Material vertically (2x_) and trusses with lumber oriented horizontally Connector Pl tes Substitution (3x2 and 4x2). SP, DF-L, HF, SPF Alpine 20-gage ave 1 Nail replaces 3 teeth (SG >= 0.42) Alpine 20-gage d 1 Nall replaces 3 teeth Alpine 18-gage 1 Nail replaces 3 teeth 00¢ drk 1 1 �okrt Lire I 0 Joint Line r- /i 1 Typical Joint Configurations. This Detail Applies To Any Joint Configuration. li This Detail Is Applicable Only On Joints Where The Connector Plate Has Been Offset No More Than 1/2' From The Design Position Shown On The Truss Design Drawing. ��Q PRp�e-4.„ lavAR sem READ NO hnLDV ALL ROTES ON TIES DRAVIG emrOtT FURNISH 713s BRAVING TD All C00RACTDRS DICLUDDG TRE DISTALLERS. 41116; 443;41.. Trusses require In fabricating,handlrq ti UYp and �� erd REF NAIL REINFORCEMENT r id latest o►SCSI(Bulling Cn hent safety pk17,oaten by lv[vac&Al for savory �,y nates armeq than fle�etbr,e Installers shall provide temporary tracing per SCSI. DATE 10/01/14 • _' shall have a 0/v dlari d c, have oraperly attached��t lateral and bottom chord DRWG REPPLTNL1014 i i— shalt haw properly tteefad SCSI Locations�53,57o showy Par pw+�anant lateral restraint of obs t n per BCSI 13.R7 or MC as wUmbla, � ' : . or truss and shown above and on the Joint Debuts,unless not d oY plates to each ray. ,-----.7..._1.,--I l i I Refer to dra •. 2 far standard plate positions, tMralw. AN RW r•• Alpine,a dNhlon of Ji.A*. Consonants Grow .sshall not be r esporabt.far any deviation from Installationen S.bracing bled the imps In aonr with ANSI/TIN 1,or for handing,shipping, sses seal Aes�VrlcNr! or rover ihe Wppn r• OREGON for solely for bine 1per`gram Nis dr•The sultakety t acceptance �puse of MIS drastic; anne of professional C, "L_ .B i;‘,4.10' �r For t',{Information see this Bone Designer per 1 Sad. Atesi ALPINE, .aolb TPR entRMtarp;SQA ee slhcbsh and these web Jccsa °ell Tall +ryas xa enA7cwrwwy Renewal 8/30/2020 1