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L.01 LEO 3:1 1-• 0 Desc. : Riverside 2885 B Roof' Mas D C) 1- co ADDRESS: master ll Ill CO w z Desi9ned by: BILLY BREESE 0 Ul •• -.C41 to PRopS ' 0.5. oGINF6. s/0 li 83294PE 41 7 Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE- Phone:(800)877-3678(916)387-0116 �LY 14'Z0e ie, AN ITW COMPANY 13 Fax:(916)387-1110 G� sacseals@itwbcg.com Ben Tan' 02/01/2019 Renewal 6/30/2020 Site Information: Page 1: 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(ps0: None This package contains general notes pages,34 truss drawing(s)and 7 detail(s). Item Seal# Truss Item Seal# 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 23 03219.0929.20720 X1 - „_. —._e _ . e _. -__, ._ .. 24 ,o32_Is.os2g. 4 E,i1 25 032.19.0929.20891 EJG 26 032.19.0839.26512 IGE 27 032.19.0933.20624 J 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 Ops ,GINFF ,Oti !L 88294PE 9 Alpine,an ITW Company f r8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 ALPINE Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 (� AN ITW COWAN l' cg. @ sacseals itwb com - Y 14,�� 0sell Tan' 02/01/2019 Renewal 6/3W2020 Site Information: Page 2: Customer: Truss Components of Oregon,Inc. Job Number: 0119305 Job Description: Riverside 2885 B Roof Master Address: master,master,OR Item Seal# Truss Item Seal# Truss 33 032.19.0933.20515 SJ4 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 drawings do not depict or specify installation/erection bracing,wind bracing,portal bracing or similar building —_" stability bracing W in are pais"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.org. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL,TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual 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_inohes due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest&Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043;www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria,VA 22314;www.toinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 • t SEAN:229807/ T4 / COMN Ply: 3 Job Number: 0119305 FROM:BB Cust:RR7175 JRef:1W1871750009 Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26274 Truss Label: BG JAK / GWH 02/01/2019 5 3 Complete Trusses Required 3'1"10 6'4"15I 9'8"5 137" 17'4" I 21'0"15 I 24'11"11_I 28'3"1'] 31'6"6 I 34'8" 3'1"10 3'3"6 3'3"6 3'10"11 I 3'8"15 3'8"15 310"11 3'3"6 3'3"6 3'1"10 I116X10 -r ,4X5!15] ///4X5120] 4 12 E GG ,3X5[10] D 0, $ 4X8[25] Y) H co C I N_.••Idkrillftm...__'""NMI•'llillIlli• • 10.1/ w?..Plibb-,4%. K S R B2 Q P 0 N M L_ H0615(B9R) V =3X5[7] T =H0612 1115X5[21 =5X7 1111.5X4 1114X5 1118X8 -SS0514 [26] =4X5[28] I111.5X4H0714(69R) i 34,8" 1 3'1X10 I 3'3"6 3'3"6 I 3'10"11 _I 3'8"15 3'8"15 3'10"11 3'3"6 3'3"6 '1"10 3'110 6'4"15 9'8"5 13'7" 17'4" I- 21'0"15 I 24'11"11 28'3"1 31'6"6 I 3 34'8" 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 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 BCDL: 7.00 Risk Category:II W 12083/- /- /- /734 /- EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): 0.144 L - - K 13189/- /- /- /744 /- Des Ld: 42.00 Mean Height:21.22 ft HORZ(TL):0.288 L - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 W Brg Width=5.5 Min Req=4.3 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.816 K Brg Width=5.5 Min 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" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI:0.954 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 HS,WAVE,18SS VIEW Ver:16.01.000.0327.15 A-B 588-9680 F-G 399 -6636 B-C 602-9924 G-H 494 -8305 Lumber Wind Top chord 2x6 HF SS C-D 549-9068 H-I 606-10344 Bot chord 2x6 DF-L 2400f-2.0E:B2 2x6 HF SS: Wind loads and reactions based on MWFRS. D-E 473-7844 I-J 655-11406 Webs 2x4 HF Std/Stud:W5,W13 2x4 DF-L Std/Stud: E F 398-6635 J-K 630-11137 :W7,W 9,W11 2x4 HF#2: Nailnote Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. A-V 9116 -553 Q-P 7752 -461 -566 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) V-U 9114 -553 P-0N 8660 Webs :1 Row @ 4"o.c. U-T 9374 -568 0-N 9660 -566 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 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 71 plf at 0.00 to 71 plf at 34.67 Webs Tens.Comp. Webs Tens. Comp. BC:From 7 plf at 0.00 to 7 plf at 34.67 U-C 657 33 Q G 133 -2304 BC:1132 lb Conc.Load at 0.73,2.73,4.73,6.73 �t�13 PROFF C-T 61 -958 G-P 2329 -124 8.73,10.73,12.73,14.73,16.73,18.73,20.73,22.73 s BC:3393 lb Conc.Load at 24.97 e.,;\''' N '13 / T-D 1253 -68 P-H 133 -2411 BC:1396 lb Conc.Load at 26.73,28.73,30.73,32.73 Cs �aG FFA OZ D R 91 -1461 H-N 2160 -109 �(/ 83294PE R-E 1683 -94 N-I 56 -1183 Plating Notes • I 1136 -ild !� All plates are 3X5 except as noted. F Q 3929 -226 M-J 389 30 Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite �`$ "yt1,14 Zed+ `e, [7] W3X5 S 1.75 [10] W3X5 S 1.25 [15] W4X5 3.00 L 1.25 [20] W4X5 2.75 R 1.50 'elf Tar' [21] W5X5 S 1.75 [25] W4X8 S 1.25 [26] W5X7 S 2.75 [28] W4X5 S 2.25 Renewal 6/30/2020 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 Box 468 ants of Oregon,Inc. 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,b TPI and SBCA fr p ) safety practices prior to performing these functions. Installers shall provide a properly (503)357-2118 Ext attached pier BCSI.lig.Unlesscations s�hownl fortpoermanent lateral eproperly trra nt of webs shstructural ll hav braclnagthnsg andieepert BCSI sections B3,B7 orB10, as applicable. Apply Mates to each face of truss and positron as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positrons. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TR1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ""n "" listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the design shown. The sultabllity 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- Sacramento,CA 95826 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:ww .tpinst.orq;SBCA:www.sbcindustry.corn:ICC:www.iccsafe.org w r Cust:R7175 J Ref:1W1871750009 SEAN:227066/ T1 COMN Ply: 1 Job Number: 0119305 DrwNo: 031.19.1647.15448 FROM:BB Qty: 2 Riverside 2885 B Roof Master Truss Label: B JAK / GWH 01/31/2019 6'3"1311'9"15 I 17'4" I 22'10"1 28'4"3 348" I 6'3"13 _ 56"1 5'6"1 5,6„1 5'6"1 F 6'3"13 5X5 E1 I:,T 3X5 12 3X5 F 4 V D .5X4 ,o 1.5X4 G 1. C i-- co Zio u� H B7N4 _ I y A _ —' i M =3X7 =4X5 =3X5 =3X10(82) 3X10(B2) =3X5 r 34,8" 8'3"2 8'3"2 9'0"14 1 9'0"14 1'6" 116" I 9'0"14 -I_ 17'4" I 25'7" I 34'8" 2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.0000Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-GravityLoc R+ /R- /Rh /Rw /U /RL TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.335 L 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.680 L 606 240 B 1588 I- /- /659 /66 /71 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.113 J - - H 1588 /- /- /659 /66 /- EXP:B Kzt:NA HORZ(TL):0.229 J Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.14 ft B Brg Width=5.5 Min Req=2.6 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 H Brg Width=5.5 Min Req=2.6 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.839 Soffit: 2.00 BCDL:4.2 psf Bearings B&H are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.906 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): B-C 738_3438 E-F 593 -2312 Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 C- 738-3438 E- 697 -2322 Lumber D-E 593-2312 G-H 739 -3438 Top chord 2x4 HF#1&Bet. Botchord2x4 #1&Bet. Maximum Bot Chord Forces Per Ply(lbs) Webss2xx4 HHF Std/Stud 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. Maximum Web Forces Per Ply(lbs) Wind Webs Tens.Comp. Webs Tens. Comp. Wind loads based on MWFRS with additional C&C member design. M-D 380 L_F 209 802 D-L 209 -802 F-J 380 -34 E-L 1045 -208 - ----- ' e FS 49/ 0 „GINE- 0 47 4,/ 832944PE 1. 9 It -. OREGON A "vcr 14,20 t0 -sell Tar' Renewal 6/30/2020 02/01/2019 "*WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. P.O Box 468 °"'IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O. xIOR 97113 Trusses require extreme care in fabricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building COR ELIUS 9 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary xt bracing per BCSI.Unless noted o herwise,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-tolled per BCSI sections B3,B7 or 510, as applicabe. Apply plates too each faceof truss and position as shown above and on the Join Details, unless noted otherwise. l _ Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Buildin .Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN mCOMPANY NPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page 8801 Folsom Blvd.,Suite 10" listing this drawing,indicates acceptance of pprinessionalq engineering responsibility solely for the design shown. The suitability Sacramento,CA 95826 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.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.oro r r a S'EQN:227069/ T2 / GABL Ply: 1 Job Number: 0119305 FROM:BB Qty: 1 Riverside 2885 B Roof Master Cust:R 032.19.0927.262587175 1011871750009 Truss Label: BGE DrwNo: JAK / GWH 02/01/2019 174" I17 4 174" 'i H 2'8" (TY—P) 5X5 -1- N ri 12 T 4p a) co co • r` m -..• A B-.1111110111111111111 Z iii:� AA 3X5(B1) AK =3X5(81) — .5X5 i 348" 1 I--6"1- 34'8" 34'8" 1 16—{ 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 LI# 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 BCDL: 7.00 Risk Category:II (TL) 0.004 M 999 240 B* 122 /- /- /43 /4 /4 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL):-0.001 E - - AK*114 /- /- /42 /6 /- Des Ld: 42.00 HORZ TL NCBCLL:10.00 Mean Height:21.14 ft ( ):-0.002 G Wind reactions based on MWFRS TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 B Brg Width=240 Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.211 AK Brg Width=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:16.01.000.0327.15 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. .(eGc Q PROpF Wind ��" GINE S Wind loads based on MWFRS with additional C&C (Ga F" �� member design. a((/ 83294PE Mlrllkmat Metes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 OREGON studs of the same grade. 'A 11, d5 r See DWGS A12030ENC101014,GBLLETIN1014,& G� 14,46 �® GABRST101014 for gable wind bracing Sell Tar requirements. Renewal 613012020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 Bonemsotoregon,Inc. 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI andSBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,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 510, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to .461/4 drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge " listing this drawing indicates acceptance of protesslonar engineering responsibility solely for the design showsuiCOMPANYtability, The subility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.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.corn;ICC: www.iccsafe.org Sacramento,CA 95826 t r Gust:R R7175 JRef:1 W 1871750009 SEAN:227075/ T28 / GABL Ply: 1 Job Number: 0119305 No: 032.19.0927.26226 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwDrw / GWH 02/0226 Truss Label: A2GE JAK 1/2019 33'0"8 16,9" I 16 3"8 H 2'1" 1'4 =5X5 �FY ) 'r T 2 12 4 p - T2 i • o 3X5 ED 11111 B dill I 1 I ' Z A .-'1111111„/.'� i 4 4 4 4 4 4 4 4 4 4 _ii AJ 5X5(E1) 3X5(61) —5X5 B2 1 33'0"8 i 1'6” 33'0"8 H1- -�- 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.0000Wind Std: Gravity Non-Gravity ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R+ /R- /Rh /Rw /U /RL TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 Y 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.019 Y 999 240 B* 126 I- /- /44 /4 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 Y - - AJ*108 I- /- /37 /6 /- EXP:B Kzt:NA HORZ(TL):-0.007 Y Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.04 ft B Brg Width=216 Min Req= NCBCLL:10.00 Code 1 Misc Criteria Creep Factor.1.5 AJ Brg Width=180 Min Req=- TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.211 Soffit: 2.00 BCDL:4.2 psf Max BC CSI: 0.048 Bearings B&AJ are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 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:16.01.00C.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 �� O, pROP S 301.5. s Wind (.c (GI�o 1 N e. Q �Qy Wind loads based on MWFRS with additional C&C 83294PE 7 member design. 00.- 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 2X413 �i�y 14,30 �0 studs of the same grade. (� See DWGS Al2030ENC101014,GBLLETIN1014,& f,_ 014,30 Tar GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 02/01/2019 **WARNING Truss Components of Oregon,Inc.READ AND FOLLOW ALL NOTES ON THIS DRAWING! R ELIUS *"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P..O.Box 468 OR 97113 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building (503)357-2119 Ext Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted 0 herwlse,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 instalied per BCSI sections B3,B7 or 8810, ALPINE as applicable. Apply plates to each face,of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to 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 buildtheu,mvmMwxr listing this conformance indicates accep'tancehof handling, engineeringanresponsibility solely seal or the design shown. cover 8801 Blvd.,Suite 10 and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801a Folsom CA 95Sui For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;Tel:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq r , • i ,' ,t f SE'QN:227071/ T29 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175JRef:1W1871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26273 Truss Label: A2 JAK / GWH 02/01/2019 6'3"811'5"4 16'9" 22'0"12 27'2"8 33'0"8 6'3"8 I 5'1"12 53"12 53"12 I 51"12 5'10" 1 5X5 E iii 4 12 3X5 3X5 D F 1.5X4 1.5X44r 7,100T02•„G. ro C `a 3X5 CD B H ---,v. A e I _. f17 m I•..r�¢) ma 5X5(B1) =3X5 L=4X5 B2 J =5X7(E1) 1 3X7 =3X5 1 33'0"8 X1'6" I 8'5"6 I 8'3"10 I 8'3"10 I 711"14 55"6 16'9" 25'0"10 33'0"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 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 1- /- /587 /59 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.167 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 21.04 ft Code I 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. Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI: 0.895 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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 M-L 2596 -533 J-I 3015 -657 bottom chord live load applied per IRC-12 section 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 '‘ Op PROF.. 0�5 NAGiNF�. %O k 4. 4/ 83294PE 9 _.___. �� OREGON /3. `"LLY 14,20 4 m well Tan's 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.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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and positron as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the ITWrM,u, truss in conformance with ANSI/TPt 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I 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.sbcindusW.com;ICC: www.iccsafe.orq Sacramento,CA 95826 S r r r r SEQN:227102/ T30 / COMN Ply: 3 Job Number: 0119305 Gust:RR7175 JRef:1 WI871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21111 Truss Label: A2G JAK / GWH 02/01/2019 t 5 S G 3 Complete Trusses Required ' 4'0"16'1"11I 11'5"6 167 22'0"10 27'4"5 33'0"8 I" 4'0"1 I 2'1"10' 5'3"10 53"10 I 5'3'10 53"10 5'8"3 1114X5 E 4 12 \\\5X5110] �3F5 6 3X5 4X12[8] T2 G C W5 F.0 04X5 B w4X1r6(88R) %\ W3 W4 =4X5(81) . ?m Y W s r 6 32...:.,. L3 1 �P 1111.55X4 N m =4X8[9] 4X8[14]4X5 -3X5 B2 1111.5X4 6X12[7] 1,112 ,2879 18970 1 33'0"8 1 4'0"1 2'1"10 5'3"10I 5'3"10 I 5'3"10 _I 53"10 _I 58"3 4'0"1 61111 11'5"6 16'9" 22'0"10 27'4"5 33'0"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 L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.350 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.706 M 556 240 P 11336/- /- I- /705 I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 I - - H 3393 I- I- /- /199 /- EXP:B Kzt:NA HORZ(TL):0.163 I Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.12 ft P BrgWidth=5.5 Min Req=4.0 NCBCLL:0.00Code/Misc Criteria Creep Factor.1.5 TCDL:6.0 psf H Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.899 Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.957 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.905 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 A-B 593-9566 E-F 166 -2711 B-C 625-10041 F-G 174 -2870 Lumber Wind C-D 301 -4870 G-H 163 -2720 Top chord 2x4 DF-L 2400f-2.0E:T2 2x4 HF#2: Wind loads and reactions based on MWFRS. D-E 166-2710 Bot chord 2x6 DF-L 2400f-2.0E:B2 2x6 HF#2: Webs 2x4 HF Std/Stud:W3 2x12 DF-L#2: Additional Notes Maximum Bot Chord Forces Per Ply(lbs) :W4 2x6 HF#2: The maximum concentrated load is 8972# :W5 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. :Lt Wedge 2x4 HF Std/Stud: Install truss oriented as shown.DO NOT REVERSE A-O 9016 -558 L-K 2707 -163 NOTE:This truss can not be cut or altered or used O-N 9047 -561 K-J 2707 -163 Nailnote to support loads other than as shown.Multiple-ply N-M 8286 -518 J-I 2556 -152 Nail Schedule:0.120"x3",min.nails trusses cannot be repaired and shall be replaced if M-L 4480 -275 I-H 2547 -151 Top Chord:1 Row @12.00"o.c. improperly installed or altered in any way. Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Symmetric fabrication is recommended. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Repeat nailing as each layer is applied.Use equal Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row to avoid splitting. O-B 39 -465 M-D 2029 -112 B-N 688 -46 D-L 152 -2422 Special Loads N-C 3495 -211 E-L 1577 -81 - 4094 -----(Lumber Dur.fac=1 X15/Plate DucFac= _C--M 262- ftL'1.15) - s - - e -- TC:From 71 plf at 0.00 to 71 plf at 33.04 � F(' BC:From 7 plf at 0.00 to 7 plf at 6.14 e( S%Ar. BC:From 14 plf at 6.14 to 14 plf at 33.04 ��5 �aG N FFA Oy BC: 112 lb Conc.Load at 2.00 4.41 832t14PE 9 BC:2879 lb Conc.Load at 4.07 BC:8970 lb Conc.Load at 6.14 lc ��. Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite [7] W6X12 S 4.00 [8] W4X12 S 1.25 1) 'Z/ly C 14r se$ 0 [9] W4X8 S 1.25 [10] W5X5 3.50 L 1.25 G8 [14] W4X8 1.75 R 1.50 8eH 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.0.Box468 Trusses require extreme care in fabricating,handling,shipping installing and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component SafetyInformation,byTPI anqq SBCA fo safety p' priorperforming (503)357-2118 Ext p qtd ) r sa a practices tothese functions. Installers shall provide temporaryri bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins3alled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer 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 u1 mw 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 essrona engineering responsibility solely for the design shown. The suit-ability 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. Sac1 Folsommento,CA 95826 For mom information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindusiry.com;ICC:www.iccsafe.orq 1 SEQN:227083/ T10 / COMN Ply: 1 Job Number: 0119305 FROM:BB Cust:RR7175 JRef: 1WI871750009 Qty: 12 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20675 Truss Label: Al JAK / GWH 02/01/2019 1., 51„2 10'4"14 15'8"10 20'10"6 26'8"6 5'3"12 55:11:22 1"2 � 5'3"12 � 5'112 I 5'10" m4X5 — 12 D 4 p L� 3X5 ,'-.3X5 CE 113 ABX5 1.X4 T `-o 3X5 N 3 1 H 1 Y III1.5X4[4] =3X5 =3X75 =3X5 =5X7(E1) 1 26'8"6 1 2'5"4 T11"10 8'3"10 2'5"4 10'4"14 I 18'8"8 26'8"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 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 BCDL: 7.00 Risk Category:II VERT(TL): N 1139 /- /- /478 /68 /56 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): 0.043 I H 1132 /- /- /476 /63 /- Des Ld: 42.00 Mean Height:21.37 ft HORZ(TL):0.087 I - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 N Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518 H Brg Width=- Min Req=- 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:16.01.00C.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 Bottom chord checked for 10.00 psf non-concurrent B L 1049 -217 D-K 479 98 bottom chord live load applied per IRC-12 section L-C 214 -780 E-I 413 85 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Ep PROp Left end vertical not exposed to wind pressure. , s,.. ass 4/ 83294PE r OREGON 'A` `ZCY 14,26 e eeell Tat' Renewal 8/30/2020 02/01/2019 "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss B6oxgggnentsofOregon,Inc. 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 Safety Information,byTPI and'SBCA)�r safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Locations showniforpermanentIlateral estantlofwebs shstructurallracinaggt inslalied bottom sections B3,B7 or 61 , as applicable. Apply Oates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE NEAlpine,a division of ITW Buildin,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page """"m"'"" listing this drawing,indicates acceptance of profiessionaf engineering responsibilitysolely for the design 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 Y SEQN:227085/ T38 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 WI87175b009 FROM:BB Qty: 2 TRiverside el: DrwNo: 032.19.0929.20908 B Roof Master JAK / GWH 02/01/2019 Truss Label: A 5'1"2 I 10'4"14 _I 15'8"10 _I 20'10"6 _I 27'1"14 51"2 5'3"12 5'3"12 5'1"12 6'3"8 4X5 12 D T T 4 V •• 3X5 3X5 C E i Ill 0 1.5X4 ABF a n 1T N --= ._, G H i. ,g,;NM L KJ =3X5 =4X5(61) 1111.5X4[4] =3X5 —3X73X5 I- 271"14 i 2'5"4 7'11"10 8'3"10 85"6 , 16" 2'5"4+ 10'4"14 I 18'8"8 I- 2T1"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 Lldefl L/# Gravity Non-GravityLoc R+ /R- I Rh /Rw /U /RL TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.175 I 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.356 I 906 240 N 1149 /- I- /483 /64 /64 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 I - - G 1275 I- /- /537 /74 /- EXP:B Kzt:NA HORZ(TL):0.121 I - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.04 ft N Brg Width=- Min Req= NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 G Brg Width=5.5 Min Req=2.1 TCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.811 Soffit: 2.00 BCDL:4.2 psf 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): B-C 219 -845 E-F 521 -2288 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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) Webs Tens.Comp. Webs Tens. Comp. Loading 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 member design. — �! •R nTiw— Left end vertical not exposed to wind pressure. P . Gthie (VC`s ��83294PE�41 ,O1- OREGON 4 SLY 14,20� t0 well Tar' 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.O.Box 48ePORN CORNELIUS OR 97113 Trusses require extreme care in fabricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building C0R ELIUS E9 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary xt 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 bracing installed per BCSI sections B3,B7 or BB10, ALPINE as applicable. Apply plates o each face,of truss and position as shown above and on the Join Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildincg.Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AMT.,/COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge.. 8801 Blvd.,Suite 10" listing this drawing,indicates acceptance of proessional 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. 1a Folsom CA 9,Suite For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustiy.com;ICC:www.iccsate.orq a t ,• .r §EQN:227089/ T39 / GABL Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20674 Truss Label: AGE JAK / GWH 02/01/2019 1, 10'4.'14 27'114 10'4"14 165" ,1'0"14 I-1,4„ (TYP) =4X5 12 J 4 V 2 o AB T so 1- W1 _ 1 - - - - - _ ARA , - - W i — 3X5 =3X5(B1) 1 27'114 1 I 27'1"14 1'6" 27'1"14 '1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI 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 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 /- /- /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 CreepFactor:1.5 AS B Width=133 Min Re TCDL:6.0 psf Al Brg Width=192 Min q Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.274 9 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. it e0 PROp4 s Wind 5 IN �, Wind loads based on MWFRS with additional C&C (9 G member design. [(/ 332A4PE 9 it /' _Leften netmance .. ...... e _ . _i ce. — __ 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 /3G 'ZLy 14 2e0 studs of the same grade. See DWGS A12030ENC101014,GBLLETIN1014,& �8e11 Tar's GABRST101014 for gable wind bracing Renewal 6/30/2020 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.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)rosafety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per BCSI. Locations s�hownlfortppermane shall lateral restraint net of webs shstructural ll hav braclnagthnstalled bottom sections B3,87 properly 1 , as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE 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/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page NOW 03""""" listing this drawing indicates acceptance of pro-fessronar 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 ANSi1TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more Information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 I • , Y I, SEQN:227080/ T27 / HIPS Ply: 2 Job Number: 0119305 Cust:RR7175 JRef: 1 WI87175b009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20907 Truss Label: SDG JAK / GWH 02/01/2019 5 5 2 Complete Trusses Required 511"4 10'8" 15'3" 19'10" 24'6"12 30'0"8 5'11"4 I 4'8"12 4'7" 'I 4'7" { 4'8"12 5'5"12 12 4 - =4 112 =3X5 1111.5DX4 T2 =3X5 =5X10 B T _ =00111111.11.11.1....- � 3X10(82) 3X1AA(B1) G :n CN 1 i. 1111.5X4 =3X7[9] 3X7 H0508 --4X8[17] III1:X4 I. 30'0"8 i 511"4 4'8"12 4'7" 4'7" 4'8"12 5'5"12 H 5'11"4 I 10'8" 15'3" I -19'10" 24'6"12 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 L/# Gravity Non-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 /- /- 1- /152 I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.076 B - - G 2879 /- /- /- /154 /- EXP:B Kzt:NA HORZ(TL):0.152 B Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.49 ftN Brg Width=5.5 Min Req=2.3 BCDL:4.2 psf NCBCLL:0.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.888 G Brg Width=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.668 Bearing N is a rigid surface.Min Req=- 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:16.01.000.0327.15 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 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud 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 Maximum Web Forces Per Ply(lbs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads B-L 1712 -107 E-1 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 1LEV .Pe•s BC: 85 lb Conc.Load at 2.00,28.50 BC: 88 lb Conc.Load at BC: 232 lb Conc.Load at 6.00,8h0o 10.00,12.00 4/�`. ��G1N��� '�Z BC: 251 lb Conc.Load at 14.00,14.50,16.50,18.50 83294PE 9 20.50,22.50,24.50 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 SLY 14,210 0 Purlins •cell Tar's In lieu of structural panels use purlins to brace all flat Renewal 8/30/2020 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 468 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 anol SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progelr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginssalled 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 ALPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN rlw 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 ppro ssrona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 107 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 880Sac1 Folsommento,CA 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 * r .r • " §EQN:227097/ T33 / COMN Ply: 3 Job Number: 0119305 FROM:BB Cust:RR7175 JRef:1W1871750009 Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20689 Truss Label: SDG1 JAK / GWH 02/01/2019 1 5 s 5 3 Complete Trusses Required 3'11"10 , 7'11"4 , 12'9"3I 17'8"13 I 22'6"12 , 26'6"6 , 30'0"8 ', 3'11"10 3'1110 4'995 4'11"11 4'9"15 3'1190 3'6"2 12 4 =8X10 1.SDX4 T23X5 -8X10 T • E F ,3X5 csi B • = 3X5 ,- =4X12(63) W4 • G 1 A =4X12(82) �" i I ■ ms H e 1111.5X4 1114X5[7] =4X12[12] =H0714 JB2 1111.5X4 4x5[20] r 30'0"8 1 3'11"10 , 3'11904'9"15 4'11"11 4'9"15 3'1190 3'6"2 3'11"10 7'11"4 I 12'9"3 I 17'8"13 I 22'6"12 26'6"6 I 30,0"8 H 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): 0.524 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 0 8954 /- /- /- /573 /- BCDL: 7.00 Risk Category:II VERT(TL): B Kzt:NA Snow Duration:1.15 HORZ(LL): 0.100 I - - H 8970 /- /- 1- /581 /- Des Ld: 42.00 Mean Height:19.65 ft HORZ(TL):0.199 I - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 0 Brg Width=5.5 Min Req=4.9 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.903 H Brg Width=- Min 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# 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,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 Top chord 2x4 DF-L#1&Bet.:T2 2x6 DF-L#2: Wind loads and reactions based on MWFRS. C-D 577-8976 G-H 410 -6346 Bot chord 2x6 HF SS:B2 2x6 DF-L 2400f-2.OE: D-E 577-8974 Webs 2x4 HF Std/Stud:W4,W8 2x4 HF#2: :Rt Wedge 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.120"x3",min.nails A-N 6874 -439 K-J 6643 428 Top Chord:1 Row @12.00"o.c. N-M 6863 -439 J-I 5960 -385 Bot Chord:2 Rows @ 3.50"o.c.(Each Row) M-L 6891 -442 I-H 5947 384 Webs :1 Row @ 4"o.c. L-K 8854 -571 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 CEO PROFS. BC:1139 lb Conc.Load at 6.06,8.06,10.06,12.06 ,c�i ss 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 ,.0 4, 0GIrgt' . /o Plate Shift Table .(V 83294PE 9 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 �G SLY 14,2e� TC @ 24"OC. *eel!Tao* Renewal 6/30/2020 02/01/2019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Box 488 ms oforegon,Inc. Trusses require extreme care in fabricatinghandlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 21 OR 97113 ComponentpS fe Information,byTPI and'SBCA)f0'safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceilin g.ill Locations shownl forpemianentlat have al restrraint of webs shall have bracinaggt ins-tailed per BCSI sections B3,B7 or 1 , as applicable. Apply plates to each face oftrussand position as shown above and on the Joint�Details, unless noted otherwise. Refer to Aill A drawings 160A-Z for standard plate positions. AL IP N 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 truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page"- 'N a""v 9 listing this drawing indicates acceptance of pro esslona engineering responsibility solely for the desi n shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 I $ Cust:RR7175 JRef: 1W1871756009 , SEQN:227052/ T13 / GABL Ply: 1 Job Number: 0119305 0 No: 032.19.0929.2108 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: / GWH 02/01/2019 08 Truss Label: GGE JAK 8' 16' H 8 8' 1--2,8"_F_1,4"-{ ///4X8(R1) T 12 (TYP) GA I T 4 V / vssiesi40\bsfoir oi iC,) rMii Lihriiii 6 1iIA ii * i i : ■ : M - 3X5(61) 1.5X4(**) 1.5X4(**) =3X5(61) r 5'2"12 A 10'9"4 52"12 II 5,4" I1I"4 5'2"12 H 1,6„_ I_ '4"5 10'8" 10'9"4 16' I 1.6-H 5'2"12 Reactions(lbs) Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦MaximumGravity Non-Gravity TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R+ / t /Rh /Rw /U /RL TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.030 J 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.072 J 999 240 B 409 /- /- /169 /39 /53 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 C - - T 862 1- /- /324 /20 /- EXP:B Kzt:NA HORZ(TL):0.024 C - - L 724 /- /- /293 /46 /- Des Ld: 42.00 Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 B Brg Width=3.5 Min Req= 1.5 *CDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.262 Soffit: 2.00 BCDL:4.2 psf T 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: 0.377 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:16.01.00C.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:W1,W2 2x4 HF#2: reinforcement at 70%of the length tabulated for 2X4 Chords Tens.Comp.Chord studs of the same grade. 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. 00 PROP Bottom chord checked for 10.00 psf non-concurrent bottom �y bottom chord live load applied per IRC-12 section .� `SS �GtN E� O 301.5. jV0 �/ 41 Z 83294PE 9 Wind it /-• Wind loads based on MWFRS with additional C&C member design. OREGON 'A `y014,Zea' el, d'sell 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 468PORN ELI 4S 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 Mr Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted 0 herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilingq plates shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, ALPINE as aappgs 60. Apply standard plate pace.of truss and position as shown above and on the Join Details, unless noted otherwise. (refer to /`'1 ns. Alpine,a division of ITW Building_gComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the N!I WCOMPANY 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 proessional engineering responsibility solely for the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10 and use of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 5ec.2. Sacramento,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.com;ICC:www.iccsafe.orr • T • • SEQN:227054/ T16 COMN Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1W1871 750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1649.07383 Truss Label: G JAK / GWH 01/31/2019 I- 8' 16' -I I-- 8' 4X5 C T 4 12 T N el 1 BFP Ilibb , D `n A MI E r —G F _L 3X5(61) i 1.5X4 1.5X4 =3X5(61) r 5712 1 10'9"4 1.6.._ I 52"12 5'6"8 52"12 52"12 10'9"4 16' I 1'6"�{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl 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 VERT(TL): B Kzt:NA Snow Duration:1.15 HORZ(LL): 0.011 G - - G 311 /- /- /184 /- /- Des Ld: 42.00 HORZ TL:0.027 G - - D 728 /- /- /301 /17 /- NCBCLL:10.00 Mean Height 15.00 ft ( ) 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 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings B,G,&D are a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# 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 Top chord 2x4 HF#1&Bet. B C 328 -807 C-D 298 -940 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Loading Chords Tens.Comp. Chords Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent B-G 658 -219 F-D 796 175 bottom chord live load applied per IRC-12 section G-F 703 -190 301.5. Wind Wind loads based on MWFRS with additional C&C member design. A (9E)PROFS 0.5 oGINFtc `r,0 f(/ 83294PE R '9 OREGON /3(, 5VLY 14,20 e, e•e11 Tan'c Renewal 0!3012020 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss Boox 4g�gneMs of Oregon,Inc. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Compon pent SafetyInformation,by TPI and SBCA)tOsafety practices prior to performing these funcgtions. Installers shall provide temporary (503)357-2118 Ext attached rigid id ceiling.Locations shown for oermane t lateral restrraint of webs shall have bracinagthnstalled pert BCSItsections B3,,B7 or 1 , 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 BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, "" " listing this drawing,indicates acceptance of proTessronal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure Is tete 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:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.corn;ICC:www.Iccsafe.orq Sacramento,CA 95826 1 J SEAN:227057/ T24 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 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 I 15.5"8 7'5"8 8' 4X5 12 B T T 4 Vpoi .— cd co _ A c 1 T % ', \ \D 1 v F 1.5X4 =3X 1) 1114X8(G1) 1.5X4 r 4'8"4 1 10'9"4 A 4,8"4 5'6"8 5712 12 1'6" �` 4,8„4 10'2"12 I 15'5"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 25.00 Loc R+ /R- /Rh /Rw /U /RL TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.012 E 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.029 E 999 240 A 567 1- I- /177 /34 /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 F - - F 302 /- /- /180 /- I- EXP:B Kzt:NA HORZ(TL):0.031 F C 733 / I- /300 /17 / Des Ld: 42.00 Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 A Brg Width=3.5 Min Req= 1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.959 Soffit: 2.00 BCDL:4.2 psf F Brg Width=5.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.625 C BrgWidth=5.5 Min Req= 1.5 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:0.121 Bearings A,F,&C area 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 A-B 418 -836 B-C 337 -952 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Lt Stub Wedge 2x4 HF Std/Stud: A-F 682 -297 E-C 807 -235 Loading F-E 716 -242 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"'"-- �5 14GtNF041 Z 1,4J0 83294PE 9 It ,,,,,,..--- OREGON OREGON Sd' e LY 14,se 0 G$$ei! Tar's Renewal 613012020 ', 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 64 Box B P.O. ox9 C.O.BUS 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 oyherwise,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 ins3alled per BCSI sections B3,B7 or B10, ALPINE 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,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the µnwmMPANY 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 essronalq engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95826 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 a a . a r SEQN:227062/ T23 / COMN Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 288513 Roof Master DrwNo: 032.19.0929.20704 Truss Label: G2 JAK / GWH 02/01/2019 6'11"6 14'11^6 FI-6'11"6 8' 12 -==4X5 B 4 ) — PI "CCo T2 A co !n T — c 10"3 e .i_ 1 - D 1 1116X8(G1) F E 1.5X4 1.5X4 —=3X5(61) 1 4'2"2 i. 10'9"4 i 4'2"2I 5'6"8 I 52"12F 16 �{ 4'2"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 L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf: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 1- /- /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 FT/RT:2(0)/4(0) Bearings F&C are a rigid surface. Loc.from endwall:Any 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 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. ��_ o PROFS Opp 4,4 G t P4 iO !(/ 83294PE 46 9 Lc .. OREGON 13` iv 14,28 e en -ell Tao'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 dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,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 ALALPINE 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 m Q s r truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professtone stonengineering responsibility solely for the design' shown. The suitability and use of this awing 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.aipineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 1 a SEQN:227064/ T22 / COMN Ply: 1 Job Number: 0119305 Gust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21095 Truss Label: G3 JAK / GWH 02/01/2019 f 15"8 I 59'5"8 1' "8 8' 12 4 V ,w 6X6(81) T 3X5 CC. A1300 T1 (V Mit, N M 1 _° �i = E HG F = _- 1111.5X4[4]=3X5 =3X5(81) 1 9'5"8 1 f 158 I 8' I 1'6"—I 1'5"8 9'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 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 1- I- /174 /1 /44 BCDL: 7.00 ( ) Risk CategorySnow Duration:1.15 HORZLL:II :-0.017 F - - D 557 /- /- /255 /- /- Des Ld: 42.00 EXP:B Kzt:NA 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 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.365 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 Maximum Web Forces Per Ply(lbs) Top chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 HF#2 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 memberdesign. - v."" 1"14`-‘1 Left end vertical not exposed to wind pressure. ��IL Fss sr eG%NFF 2O ...•4/ 83294PE 'Q 9 OREGON A ' a 4$ Y t4,zedto 'sell Tar' Renewal 613012020 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,installin and bracing. Refer to and follow the latest edition of BCSI(Building 0031357 21US OR 97113 q g f I 9. ( g (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properllr y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE . drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MAI COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this 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 t • t SEQN:227027/ T5 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master OrwNo: 032.19.0929.20910 Truss Label: CGE JAK / GWH 02/01/2019 6'4" 178" 6'4" f 6,4" H 1'4"-H (TYP) 1---2'4"---1 4X5 T 12 F 4 V PR II II 1 T iv B i ' J a 1I A 11d J 0 0 0 im K 1 3X5(61) .3X5(131) F 12'8" f--1'6" 1- 178„ 178" 1 1'6"H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph PE 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 /- /- /40 /5 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 L - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.002 L - - B Brg Width=152 Min Req=- NCBCLL:10.00 Mean Height:19.31 ft Code/Misc Criteria CreepFactor:1.5 BearingB is a rigid surface. TCDL:6.0 psf 9 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.371 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.041 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:16.01.000.0327.15 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 it"E�PRoF"F details or per engineer of record.2X3 studs require 4' Ss reinforcement at 70%of the length tabulated for 2X4 �� �G N F .R �O studs of the same grade. �� (G 83294PE 9 See DWGS A12030ENC101014,GBLLETIN1014,& Cr GABR T10 P ,. i•.., !Wren-MK . ,. 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 1$ t,Lty JC TC:From 2 plf at 0.00 to 12 plf at 12.67 G 14.seOD 44 BC:From 4 plf at -1.50 to 4 plf at 0.00 *eel!Tan!` 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 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Tuss 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,byTPI and SBCA)fsafety practices prior to performing these functtiions. Installers shall provide tempora (503)357-2118 Ext attached per gid ceiling.Locations shownifortpoermanent lateral resttraintlof webs shstructurallracing instalied bottom sections B3,,B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinl9Details, unless noted otherwise. Ikefer 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/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,, ^""°C0 COMPANY listing this drawing indicates acceptance of pro3'essronal engineering responsibility solely for the design 8801 Folsom Blvd.,Suite 10- Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustiy mm:ICC: www.iccsafe.orq • . SEQN:227029/ T6 / COMN Ply: 1 Job Number: 0119305 Cust: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" 8'10"212'8" H 3'9"14 2'6"2 2'6"2 I 3'9"14 4X5 12 C T 4 L---- 0 3X5 = 3X5 B D In N =4X5n((A1) =4X5EA1) T •s 16" " 1112Nig X4[5] =3X7 III 1.5X4 r 1Z8" "i 3'9"14 2'6"2 2'6"2 3'9"14 H 3'9"14 6'4" I 8'10"2 I 12,8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity Speed: 120 mph Loc R+ /R- /Rh /Rw /U /RL TCDL: 10.00P Pf:21.2 Ce:1.1 VERT(LL): 0.074 G 999 360 BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.145 G 999 240 I 1372 1- I- I- /54 I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 F - - E 1161 /- /- /- /44 /- EXP:B Kzt:NA HORZ(TL):0.033 F Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.38 ft I Brg Width=5.5 Min Req=2.3 NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.303 E Brg Width=5.5 Min Req= 1.9 Soffit: 2.00 BCDL:4.2 psf Bearings I&E area 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:16.01.000.0327.15 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 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud 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 Webs Tens.Comp. Webs Tens. Comp. BC:From 14 plf at 10.17 to 14 plf at 12.67 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 JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W2X4 S 2.25 Loading ���p PRO/�� Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section O`'� �oGi N e���iOZ 301.5. ((/ 83294PE 9 Wind lc Wind loads and reactions based on MWFRS. . .A OREGON r ...0 tie eLr t4,geie te 8eII Taft' 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 CORNELIUS OR 97113 Trusses require extreme care in fabricating,handlin 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)for safety practices prior to performing these functions. Installers shall provide tempora ry 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 BB10, as applicable. Applplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the M,M 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 professional 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 ANSIRPI 1 Sec.2. Sacramento,CA 95826 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 • T f- S SEAN:227047/ T15 / GABL Ply: 1 Job Number: 0119305 Cust: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' 56" 56" 1'4"--{ (TYP) 1'6"--{ 4X5= 12 F T 4p T E N 1 B J N A �N i § a I H__ K 3X5(81) - 3X5(61) I 11' I I--1,6" I_ 11' 11' 1'6"H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI 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 Risk Category:II ( ) B' 161 /- /- /41 /0 /3 BCDL: 7.00 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/Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.371 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.043 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 p PRO details or per engineer of record.2X3 studs require *1 FNt, reinforcement at 70%of the length tabulated for 2X4 0`Gj� G 1 N F s/O studs of the same grade. 4.C1 See DWGS A12015ENC101014,GBLLETIN1014,& i4 83294PE 41 9 -GABI D1014 for nahla wind hrarinn ___. - _- .r -_..... _ .�..�._.__. . ' - - _. 1 ...__. - requlremenls. -. . - 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 � S (� LY 14,20� AD BC:From 7 plf at 0.00 to 7 plf at 11.00 8$e ll'fah BC:From 4 plf at 11.00 to 4 plf at 12.50 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 4e8 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 BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN M 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 professional engineering ita responsibility solely for the design shown. The subility 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.alpineltw.com;TPI:www.tpinst.org.SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 r 4 • SEAN:227031/ T9 GABL Ply: 1 Job Number: 0119305 Cust: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 I- 3' I 6' H 3' 3' 12 =4X5 4 C T _ T io B D Il iso 1 1 A u E I III 1.5X4 l- 6' H I- 1,6„ I 3' H 3 _I 1'6"--I 3' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI 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 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 EXP:B Kzt:NA HORZ(TL):0.001 F B Brg Width=72.0 Min Req=- Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.061 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:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 3X5(61)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 5L s e F details or per engineer of record.2X3 studs require �(� S'V reinforcement at 70%of the length tabulated for 2X4 �� oG IN F� O studs of the same grade. (VO 4e 83294PE 4' Z9 See DWGS A12015ENC101014,GBLLETIN1014,& to 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 'A „L`Y IP _ TC:From 2 plf at 0.00 to 7 plf at 6.00 Ce 14,20tCr BC:From 4 plf at -1.50 to 4 plf at 0.00 *eel,Tao.' 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 6/30/2020 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 489 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 BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN flW COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability 8801 Blvd.,Suite 10. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 880Sac1a Folsomento,CA 9,Suite For more information see this fob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustiv.com;ICC:www.iccsafe.org r 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 3' -I- 6' H 3' 12 4 V =4X5 B T io A ....iiiiiiimbilimil.„tI IT `� ►� D ►i ) 1111.5X4 -3X5 B1 3X5 B1 � ) r 6' - I- I-3 3' H 3' 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 Pf21.2 Ce:1.1 VERT(LL): 0.012 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.023 D 999 240 A 393 /- /- I- /6 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 D - - C 400 /- /- /- /6 /- Des Ld: 42.00 EXP:B Kzt:NA TL HORZ :0.007 D - - Wind reactions based on MWFRS Mean Height:15.00 ft HORZ(TL): NCBCLL:10.00 TCDL:6.0 psf Code/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 forces 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. O PRop . &5 aG tV Ftp' oo ..(/ 83294PE 9 OREGON 110, `SLY 14,20� e eeeif Tan'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.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 actices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached reit id ceiling.Unless noted forpoermanent shall have al restraint of webs shstructural ll hav bracinagqt ins3alled per BCSI sections B3,,B7 or B1 , 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 Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of 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 ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- acramento,CA 95826 For more information see this iob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org S SEQN:227020/ T36 / EJAC Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1 WI871750009 FROM:BBQty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21126 Truss Label: X JAK / GWH 02/01/2019 III 1.5X4 CD12 i III4 N F- 47 N Cal 6 F A j�,�� 1 F E f 1111.5X4 3X5(61) 5'11"4 A 5'11"4 H 1'6" 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 LI# 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 I- /- /174 /13 /49 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 F - - E 232 /- I- /101 /15 /- EXP:B Kzt:NA HORZ(TL):0.012 F Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 19.24 ft B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 E Brg Width=- Min Req=- Bldg Code: IRC 2012 Max TC CSI: 0.458 Soffit: 2.00 BCDL:4.2 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.241 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 FTIRT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per 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. .40171;j:r.� IS.e. ((/" 83294PE Z9 ar OREGON i$ ti, ty14.2etf 0 "Sell Tao'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.0.Box 468 CORNELIUS OR 87113 Trusses require extreme care in fabricating,handling shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building COR ELIUt to 9 Component Safety Information,by TPI anc7 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary xt 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 faceof truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NOMCOMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of pproressronal engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this drawing or any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Sacramento,CA 95826 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 r C SEAN:227023/ T37 / EJAC Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1W1871750009 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 1 N_ ir) A N ..igigiggllIllIllIllIll 6" ILIMMINIMMINIMEMINIMMIElbli 3X5(81) E D III 1.5X4 r 5'11"4 1 5'11"4 I 5'11"4 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/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 BCDL: 7.00 Risk Category:II A 254 /- /- /112 /1 /40 EXP:B Kzt:NA Snow Duration:1.15 HORZ(LL): 0.009 E - - D 251 /- /- /110 /17 /- Des Ld: 42.00 Mean Height:19.49 ft HORZ(TL):0.018 E - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 A Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518 D Brg Width=- Min 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:16.01.000.0327.15 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. .e°:$ 4 p PRop. c45 �(3INFtc %i./ 83294PE 9 mo /�i UM OREGON 10` ` 014,204 eeelf Tall 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.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpent Safety Information,by TPI and SBCA)few safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext attached rigidr Cceiling.Unless noted fortpoermanent lateral resttraint of webs shall have bracinagtiins ailed per BCSIl sections B3,B7 orr 1 , 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 drawingq,�any failure to build the truss in conformanceggwith ANSI/TPI 1,or for handling,shipping,installationgand bracing of trussesA seal on this drawing or cover page,- "COMPANY listing user of thisndrindicates ng for acceptancentrue of the FreeSsponsifbilitygof the Building Designer per ANSIITPI design eshown. The suifabrlrty 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 • , r SEQN:227018/ T19 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 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 3'10"3 12 C T m in ‘-- B (V 1 � A /A1 D 3X5(B 1) r 5'11"4 i 5'11"4 I--- 1'6" H 5,11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 25.00 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- I- /156 /9 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - C 109 I- /- /34 /13 /- EXP:B Kzt:NA HORZ(TL):0.006 D D 88 /- I- /48 I l Des Ld: 42.00 Mean Height:18.89 ft Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 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: 0.243 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:16.01.00C.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. ..0TTT.T� Gme t(/0 �'aes2e4PE�'Q s'OS it /-- OREGON i)` `ZLY 14,2G to $ee11 Tar" Renewal 613012020 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 4 Box B O. 468 C.O.Box 8S 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)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural 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 Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc. m shall not be responsible for any deviation from this drawing,any failure to build the /NIIWMMIV 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 oroiessronal engineering responsibility solely for the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org • 1 SEQN:227016/ T25 / CAJA Ply: 1 Job Number: 0119305 Cust:R R7175 JRef: 1 W 1871750009 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 L C T so B FAT in /� / 2L8 - D 1 3X5(B1) k 5'11"4 1'6" � 5'11"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 /- /- I- /28 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 43 /- /- /3 /- /- DesEXP:B Kzt:NA Ld: 42.00 Mean Height:18.39 ft HORZ(TL): 0.004 D D 85 1- /- /10 /- /- NCBCLL:10.00 TCDL:6.0 psf Code I 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: 0.234 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=- Loc.from endwall:Any FT/RT:2(0)/4(0) Bearing B is a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# 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. ��cso PROPS. 0�5 �GINF&' tO ai(/ 83294PE R 9 OREGON /30. `LLY 14,20� e, *sell Tao.- Renewal at'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,b TPI anc3 SBCA)fsafety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached rigir dSceiling.Locations s�hownl fortpoermanent latehave al resttraint of webs shall have braclnagqthnstalied per BCSI sections B3,,B7 properly B1 , as applicable. Apply plates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping installation and bracing of trussesA seal on this drawing or cover page ""�A°" listing this drawing indicates acceptance of prooessronar'engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 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.or9 Sacramento,CA 95826 1 i • r SEAN:3973 T12 GAEL Ply: 1 Job Number: 0119305 Gust:R7175 JRef: 1 W 1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0839.26512 Truss Label: IGE / GWH 02/01/2019 2'6"6 3'9"14 2'6"6 I 1'3"8 H 12 4 ✓ CD T I-! T1 1 EF 3X5(62) F 3'9"14 H 2'6"6 1'3"8 2'6"6 I 3'9"14 H 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 LI# 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 /- /- /44 /36 /18 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ(TL):0.001 B A Brg Width=45.9 Min Req=- Des Ld: 42.00 Mean Height:15.00 ft BearingA is a rigid surface. 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: 0.104 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.037 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 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" 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 live load. Wind ��ED PROF s Wind loads based on MWFRS with additional C&C `G� �li�G,Ne -0 member design. (g .f, (V 83294PE 9 Additional Notes a 0,„„..-- See �See DWGS Al2015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing and other requirements. OREGON _ 0 `Z LY 14,2ede 0.$$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.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCO3)357 US OR 97113 q g g pp g, , (503)357-2118 Ext Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted orherwise,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 Join 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 AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of professronaf engineering responsibility solely for the design shown. The suitability 8801 Blvd,Suite 107 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.com;ICC:www.iccsafe.orq • • SEQN:227035/ T14 MONO Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1W1871750009 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 � M N P T 1 oioirl Ii 1- ,gilligillgIIIIII INIMINImmis A i =� FE 3X5(61) III 1.5X4 I" 3'11"8 1 1-- 1'6" I 3'11"8- H 3'11"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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ 1R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 311 /- /- /153 /1 /30 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - E 138 /- /- /67 /2 /- Des Ld: 42.00 EXP:B Kzt:NA TL HORZ :0.002 F - - Wind reactions based on MWFRS Mean Height 15.00 ft HORZ(TL): NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 E Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std:2007 Max BC CSI: 0.100 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.126 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. .cOD PROFS 0 0 ,tG I N F ,O 1. i 83294PE -r 7 OREGON II n,SLY 14,20� e, eeell Tars 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.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 Safety Information,by TPI and SBCA)for safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per BCSI. Locationsoshownlforpermane t lateral estraintlof webs shall have bracing inssaalied bottom Ilsections B3,,B7 or B1 , 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/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of professronar 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 ANS1fTP1 1 Sec.2. 8801 Folsom Blvd.,Suite 10- Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq r s t SEQN:227040/ T11 MONO Ply: 1 Job Number: 0119305 Cust:R7175 JRef: 1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20531 Truss Label: I JAK / GWH 02/01/2019 4 D 12 1111.5 BC M ._ A 5,.,6"9 plai ■ 3X5(B2) E D III 1.5X4 A 3'9"14 i 3'9"14 { 3'9"14 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):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 HORZ(TL):0.005 E Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:15.00 ft A BrgWidth=- Min Req= NCBCLL:10.00 g Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psfD Brg Width=- Min Req=- Soffit 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.228 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.109 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:16.01.000.0327.15 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. �ST� s l(I�`� 4"4t33294PE +s,O. OREGON 13 Wien Tar' . .111-Y14,2044 1 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 468 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)fosafety 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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each faceof truss and position as shown above and on the 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 ,wmvCOMPANY 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 prooessionaf engineering responsibility solely for the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10" and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/1'P!1 Sec.2. Sacramento,CA 95826 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 * 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 T B _�N - io A ice% ►=� FE I 1111.5X4 3X5(81) 1'11"8 - 1'11"8" f 1'6" 1l1'11"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 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 /- /- /128 /15 /19 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 F - - E 32 /- /- /29 /5 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.001 F - - Wind reactions based on MWFRS Mean Height:15.00 ft B B Width=5.5 Min Req NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 r9 = 1.5 TCDL:6.0 psf E B Width=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 Req=- 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. RepFac:Yes Max Web CSI:0.017 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. � �EO PROFESS �� yxGINFc' /O ...el., 83294PE 83294PE Z9 � / —_ OREGON 13<, `LLY14,20 i. 'sell 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 458 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)fo'rsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 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,apy failure to build the e,MN 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 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 ANSIfTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst. Sacramento,CA 95826 orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.or41 r . t SEQN:227003/ T21 / CAJA Ply: 1 Job Number: 0119305 Gust:R R7175 JRef:1W1871750009 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 ill 61 A -_ V ► D i 3X5(61) 1'11"4 H 1'6" 1'11"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 Speed: 120 mph Pf:21.2 Ce:1.1 VERT LL TCDL: 10.00 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 258 1- /- /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 HORZ TL:-0.001 D - - D 25 1- /- /16 /1 /- ( ) Mean Height:18.56 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: 0.204 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 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 D inBrg Width=rigid1. Min Req=- P 9� Bearing B is a 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. s v 47 19,c._ 's"p Go Lii 83294PE 9 OREGON 15 ti, � _ Ly 14,2e 'leen Tah'�® 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.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 olherwise,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 83,B7 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 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 ODMPANY 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 prolessional 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 ANSIfTPI 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.sbcindustiy.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:227010/ T18 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20561 Truss Label: SJ2 JAK / GWH 02/01/2019 12 C 1 4 L 1 0 c) .._ B I i- (V I-� D 3X5(B1) H 1'6" 1;11;4 H 1'10"15 m 1'11"4 Loading Criteria(psf) I 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 - HORZ TL:0.002 D - - C 102 /- /- /25 /14 /- ( ) Mean Height:18.89 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 TCDL:6.0 psf B BrgWidth=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 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=- S Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 C Brg Width=rigid1. Min Req=- P 9� Bearing B is a 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. �0Ep PROFS S S 0�5 �GINEI, �O !(/ 83294PE 41 9 ,Cr / A OREGON SLY 14,20� G Wee II Tao'c 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 actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicabe. Applplates to each face of truss and position as shown above and on the JoinfDetails, 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 ,w mas NY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciCOMPANY ng of trussesA seal on this drawing or cover pane . listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The su' ility 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. 1 Folsommento,CA 9,Suite For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org I, , SEQN:227012/ T20 / CAJA Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20500 Truss Label: SJ3 JAK / GWH 02/01/2019 12 4 L- B )000111 m r. M 1 ~ 11111111 C 1'5"12 1'5"12 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 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 Des Ld: 42.00 Mean Height:18.88 ft HORZ(TL):0.000 C - - C 20 /- /- /13 /- /- 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: 0.023Req=- TPI Std:2007 Max BC CSI: 0.008 B Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 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 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 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. f-1'7! - �p �.�GINE.. Isi 83294PE OREGON 47:0. "Lty 14,26 ,(0 0 eeell 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 466 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)357-2116 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinftDetails, unless noted otherwise. Defer to ALP I 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,apy failure to build the , ,w 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 proTesslonaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per 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: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 1 FA 2X4AA1) I T NA Wil C H 1'5"12 + 1'10"15 — 1'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI 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 /- /- /26 /13 /- Mean Height:19.22 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf A BrgWidth=- Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.158 =- 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=- Fac:Yes Max Web CSI:0.000 B Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep 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 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. ��Ep PROpSSS O�5 aG IN Fly' �O �[(/ 83294PE 41 9 OREGON 13 `710`71014,2641° A0 ` *sell 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.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 an0 SBCA)for safety pactices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 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 drawingany failure to build the ,N,r,,,,rp,,,,,,NY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge� listing this drawing,indicates acceptance of prolesstonaf engineering responsibility solely for the design shown. The sui&bility 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 mom informSacramento,CA 95826 ation 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.or9 P SEQN:112753/ T7 HIP_ Ply: 1 Job Number: 0119305 Cost:R7175 JRef:1W1871750009 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 12.65 m 011 2X4(D8R) AIS 1112X4 �- 9'3"4 H 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 /- /- /- /- /- Category:NA BCDL: 7.00 Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=222 Min Req=- EXP:NA Kzt:NA HORZ TL:0.000 - Bearing g Des Ld: 42.00 Mean Height:NA ft ( ) K A is a rigid surface. NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor.1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.002 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. �o • • Fss s. ‘,4G*NF �O tel(/ 83294PE 41 9 OREGON 423(� `ZLr 14,204 • etsell Tar'" 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 fabricatingp,handling,ship Ing,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI anc3 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. 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 IN RW 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 protessronat 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. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Gable Stud Reinforcement Detail e ' ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Orn 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 , s 2x4Brace (1) 1x4 'L' Brace ill (I) 2x4 'L' Brace s (2) 2x4 'L' Brace ss (1) 2x6 'L' Brace M (2) 2x6 'V Brace ss Bracing Group Species and Grades' Gable Vertical No ' Spacing Species Grade Braced Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S i!' Spruce-Pine-Fir Hem-Fir - SPF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' *1 / *2 Standard 132 Stud #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard CM H F Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Ft--Larch thorn Plnstws 01 #1 5' 0' r 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' *3 *3 —J SP #2 4' 10'r 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud #3 4' 8' I 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard __. CU 4'Stud 4' 8'4 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d 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 US SPF #1 / #2 5' 6'* 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir :j #3 5' 3' • 9' 3' 9' 9' 10' 11' Il' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' H1 I Bt'' L U HFC F Stud 5' 3'' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' O Standard 5' 3' . 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Mellow#1 5' 9'w 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 S P #2 5' 6'w 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' I' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). 1:11 1:::--i 1 DFL Stud 5' 5'1 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' swwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3'M 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 S2 #1 / #2 6' 1' + 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d 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! k3 U H FStud 5' 9'r 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O Standard 5' 9'► 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' ' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf IC Dead Load). d ` SP #26' 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' outlookers #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. r-1 D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9'r. 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 41itI Attach 'V braces with 10d (0.128'x3.0' min) nails. /Gable Trus BE For (1) 'L' brace, space nails at 2' ac. 1 In 18' end zones and 4' oc. between zones. Diagonal brace tion, rte` BE Mor (2) 'L' braces space nails at 3' o.c. Co option. . 1 .4,4: In I8' end zones and 6' ad between zones. vertical length nay be _ !doubled when din anal 'V bracing muust be a minimum of 80X of web brace is used. Connect H member length. diagonal brace for 3350 'L' at each end. Max web 4/ Br.ce t`. Gable Vertical Plate Sizes total length Is 14/ Vertical Length No orrOce 2x4 DF-L *2 or Y Less than 4' 0' 1X4 2X3 better diagonal ; Greater than 4' 0',but 2X4 Vertical length shown brace, single : less than 11' 6' g Greater than 11' 6' 3X4 In table above. or double cut J J (as shown) at Refer to common truss design for upper end ��:�a�:e_:iswE lENm1 A 1 mi.ii, 1.1 peak, splice, and Mel plates. — •nthuous Bearing Refer to the Building Designer for conditions Connect diagona at not addressed by this detail mi•_••nt of vertical web. V**-- NJ\ "N Refer to chart above for max gable vertical length. p PRo =WARMS=READ Alm Fu.LHV ALL Nares a u�p InOMPORT MOON 1155 DRAWS TO ALL CaNTRACTORS INCLODING TIE INSTALLERS. REF ASCE7-10-GAB12015 '��'1- FFsls/ foils cess latestacare hnluaf ter'fabricating,ting,Compant nSgie or astalGtion,g and brsdngg.and Refer safetyt' DATE 10/01/14 O pr aetlns prior to o ornbp timnse funeuons. Installers shau provide eradrq per BcsL C+ * Z Wbss nod • q top chard shat have properly atcod»d/awctval sawn and bottom lord DRWG A12015ENC101014 (y . w, shall lave a . •• ,d attached Hold ceSin. Locatbru shah For pernerwnt lateral restraint or webs shat hsw 11.....,..• ra- per BCS,sections H3.B7„Vino r HIO,as applicable. App! plates to each face n— yy a' �/.1'1— f ' 'J ( of truss and ......^�as!Mown above and on the Jobst Detelis.unless noted otherwise. Refer to dra • Z for standard plate positions. Alpha,a division • ..ITV Duildb,p Component!Group Inc.shall not be responsible for deviation from ATI ITV•• this drawing,any F to bid the truss in conformance with ANSI/TPI L or for Mamie#,shipping, MAX. TOT. LD. 60 PSF rstaaatbn a bracing%, trusses. A sed on tide or cover ape listingthis drawing,indicates acceptance of professional OREGON scaly fapiM show. The suitability and use of tits droving /or reryassr'ty of the Buldlng Designer per ANSI/TPI I Sec!. "t/_ • Forb formation see this Job's general notes pope and these web sites MAX. SPACING 24.0' LFA m A .cam,TPA wn.tpbstorQ,OEM www.sbdqusiry.orgi ICO ewdccsarearg °ell Tam ........,.......Renewal 6/30/2020 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or' 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 On 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace ■ (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace ■dl (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace ■s 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 #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hen-Fir SPF *1 / 112 Standard' *2 Stud #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard 0) O H F Stud 4' 4' 7' 2' I^ 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 8' 9' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HF Standard 4' 4' 6' 2' 6' 7' 8' 2' 12' 10' 13' 9' 14' 0' 14' 0' D• •as Fir-Larch Southern Pinesrs 01 *1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 J SP #2 4' 7' 7' 10' B' 1' i 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' 0 Stud #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard Standard d (LJ D F L 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' _U #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir _j5 _ S P F #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' •1 Q1 O Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' • .as Fir-Larch • therm Pheasr S P #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' im VD #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 01 D F L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' sssFor 1x4 So. Pine use only Industrial 55 or Industrial 45 Stress-Rated Boards. Group B S2 #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ 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: L7 O Standard 5' 6' 8' 8' � 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X #1 6' 0' 10' 0' j 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d -.% S P #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. e—i D 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' B' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' About Attach 'L' braces with 10d (0.128'x3.0' min) nails. 1 4 DE For (1) 'L' brace. space nails at 2' ac. ,Gable Truss in 18' end zones and 4' ac. between zones. / Ii braces. _ Dagonal brnce oaybe _ 18'r 2end,zonesand 6' ac between t 3zones. vertical length nay be _ i doubled when diagonal 'L' bracing must be a minimum of 80X of web brace Is used. Connect 4 member length, diagonal brace for 385! 'L• at each end. Max web Br.ce ` Gable Vertical Plate Sizes total length Is 14/ st han Lenathink; SpUce 2x4 er•11F-Ldi.N2 orItLess than 4' 0' 1X4 or 2X3 better dlgonnl Greater than 4' 0', but2X4 Vertical length shown brace; Itll Iless than Il' 6'45' or doubt t �"', \h table above. Cu 1111111411 ' Greater than 11' 6' 3X4 (as sho )',nt + Refer to common truss design for upper— r=;ssa�a�:rrr��sss.�% ' .A peak, splice, and heel plates. • tYaaous Bearing Refer to the Building Designer for conditions Connect dagonn at not addressed by this detail. ml .•Int of vertical web. ...4� V\ VN. Refer to chart above for max gable vertical length. sVM1011C BB MIS FOLLOW ALL NOTES ON MS DRAWS] ���Ep PROF�.Ss Trusser ANT Tlfs taWop and A I Refer to REF ASCE7-10-GAB12030 ♦ and foaoe the latest nation of SCSI Carvaremt extreme care in f Aim safety Uearnatlaom,by TPI and SOCA)for safety DATE 10/01/14 O�1 practices prior to performing the R Installers shall provide Y bradrq per ICU 5O `i Unless noted°thirstse,top chord Ihawe prsperly attached structural Miry and bottom lard w w, shall have a property attached rigid Looarts cream for permanent lateral restraint of webs DRWG A12030ENC101014 le �`W 1 1� d kit— shall have installed pv:f 18.n or 1U,as oppl�abl. Apply pates to each'ace//1 1 of truss and as shown above plate on the Jost Deeds.vAess nehd etlxrere. /�-i h I ( Refer to dna 160A-Z for standar" positions. FAdnp is 1 AN flW'• U�draufrg,any fof ITV to l ttsin�amhnot rrsporalba�er_ any d from installation I bradp is of trusses. dig' MAX. TOT. LD. 60 PSF OREGON A�tvmt hhe � s Tindicasultabiltes acceptance of professions' von anhy b y for OP sheen +io The dslpner SANS/m 1 SacS.dimming "Z/', ''''''' For wore information see this Job's general�tand ryyorg se web so wharg MAX. SPACING 24.0' 3 ALAND wthathi eltscau les winatpYximrgl SPCA. ''VII Tai` - _ Renewal 8/80/2020 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C ` Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, A CE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, A E 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 sf, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mid-height and brace stiffback ` rements to roof diaphragm every 6'0' (see detail below or Lateral chord bracing req refer to DRWG A12030ENC101014), Top: Continuous roof she hing Bot: Continuous ceiling dia hragm H Greater than 7'6' to 12'0' max; provide a 2x6 stiffback at mid-height and brace See Engineer's sealed des n referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and of r information not shown refer to DRWG A12030ENC101014), on this detail. X Optional 2x L-reinforcement attached Nails 10d box or gun (0.128 3',min) nails, to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I I I o,"'i 11111 illi . 2X4 Blocking 1 11 nailed to 45° sheathing and 11111 each truss � H rat Mill_III_®_III I ii® . —_—___—_—_—__I__ 2X4 DF-L i 2 H/2 or better► ill diagonal • ace. II Attach eat h end NE k 1 for 560#. MI i I i i i • � � •I • ��1 I �i\ ...ontinuous Bearing — 2x6 #2 Stiffback ' attached to each Stud w/ (4) 10d box or sun (0.123' X 3', min.) nails. Go PROS RwAR�HH.READ AND FaLDV ARL NOTES a MS DRAWN3 REF GE WHALER f�lE �`s Trusses T FURNISH,IHS BRAVING TO ALL CONTRACTORS RCCU DDIG TIE DISTALLS'S tQ� Poco.the latest of DCII fabricating,care In nent:tr.Int end e hp Rs for to andy DATE 10/01/14 0 dna Corponenc snPety all pro Tel orq ifW rar safety Z Al IcesaatM d orC h Pu‘cebnr. Geerty at a e p truc y brae�p per BC.SL tap cdorr dhcll haw Locations *awn Per t erart potion chord • y shall have a .. ,I attached cdYq, Lowaoro sheen Por pernenant lateral restraint of webs /�'�—rl ^" „— shoo haw pro. . pe i�sI saeuons H3,n or H,o,as aaWkable. Apply plates to each vac. DRWG GABRST101014 oP truss and ,as shown above and on the Jost Dstals.gess noted o —: �— l I J I— Refer to des •. Z for standard plate positions. Alplu,a aNbdon , :AM AN AW•• Caigonents Group Inc shall not be....,. sbl.Por daalatlon Frain ars draatq,any P to trusses. a drss h ooniarnarKe Ma,ARs,npl L or Par O11 'hppr° MAX. TOT. LD. 60 PSF Insmllaaon I. �' OREGON A sie1 on this or coyer listing this draapig.Inlocates acceptance of professional .• _ Por�ive :•i reesolely Px the deals.shows The W6s6Olty and see or Ws draabp gob :� i:.„.,.,04, For hPALPINDar,.atla�loY arpp' geDneral notes page and theseasap elan Q@/JI Tait ' +'TVD..e.tpreitarpl Mb eeeslxriduseryarW ICC.essAxsa►eorD MAX. SPACING Renewal 8/30/2020 Gable Detail For Let-in Verticals Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for ASbomirt O minimum plate sizes for vertical studs. PI °Refer to Engineered truss design for peak, 11 splice, web, and heel plates. �� ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. O Example' 2X4 i © © i 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member i:z 1111pir 11 0 Toe-Hall rd - Or - End-naA . , I ill i 0 ►"/ O O 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 IEnd Driven Nails' Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) malls in the top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. R Shea. • Toenalled Nails' lOd Common (o.1a8•x3•,min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 4 Nall i (4) toenails In the top and bottom chords. 'T' Reinf. 'T' I Thls detnfl to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase 'T' 2x4 30 Y. Reinforcing wind load. Member2x6 20 ASCE 7-05 Gable DetnR Drawings Example' A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt 1.00 Gable Nails Gable Vertical = 24'o.c. SP #3 Truss Spaced At ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings 4' O.C. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30Y. 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, SI2015ENC100118, SI4015ENC100118, 516015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, 511530ENC100118, 512030ENC100118, 514030ENC100118, 516030ENC100118, 4 Nail r SI8030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 A Ceiling I See appropriate Alpine gable detail for maximum unreinf arced gable vertical length. reaVAN®fi READ AND OW ALL NOTES u,Has DRAWIMi REF LET-IN VERT ��p pROFFss, follow Trusses require at�t atia��`in Cc g,handling,Safetyarinostal r IPX leradng DCAlisOPERTANTow MGM DOS DRAWING TO ALL CON1RACTORS DCLUDOG 11C " for to and DATE 01/02/2018 �v ji1 pZ prat prior to performing these functions. Installersshall provide tat ilwo ebra per's' DRWG GBLLETIN0118 * '� Unless shall otherwise,tap chord Wino.have properly attached trrsanen fhen batten lard shall have a properly attadnd rigidLocations shown for pernenent lateral restraint of webs t��►► ^ X111- shellhaw nd pas Yutas s per eppUcable• y tes to each face �' /moi '- II �,I " Leer ana ppoosition ns slcwn aborta and on Mamie nbht nDetaE:,unless rated otfwt�Mse .��'-'.---I I I L_ Refer to dra.tps 160A-2 for standard plate positions. : r AN thAis1pYduWg,dhabnbyn fofuraITV to tNCpotrnssentsiN orInmc encsehaMhotbeSI/,vmIresnpIpI dacozhwlrynpdev'iNatpip nrwfrom MAQND • Suite CLIVI Tao installationL brazing f trusses. the A seal an thio*aeq or paver Us1bq Yis dialing,Indicates acceptance of professionalawely•" ','ture + ereor�wtr awnesutamp drawing r‘y a tbwl generalnotes page eral ihese web sites. . tr fe rs MAX. TOT. LD. 60 PSF DUR. FAC. ANY MAX, SPACING 24.0' co m l of n 1 Renewal 6/3012020 Y j NE Hip Frame Details Hp Frame W4X4, Min. B 24' • III Common s l TYp' ■ ■ Tr sses W1.X�� I ■ /�IIIiNIIIIMlnrllMIMIMIIMMIM MI ■ %Ii ■ r 1 11 in Stepped Hip ■IMMEIF4i1111U1111IMUIMINIE in SysTrusses 2x4 Chords 2x4 Purlins •��%�1;1;1i 1;1;1;���� item Setback] ■I''1111�� loglion ' '� •1 Hip �� ��Pitched and Sheathed Ind ■■f■■■■■■■■■■\■■- Chord Area - 0 0 D D p p p p ■ / B _ Hip Frame* Bottom Chord IJ W3X4, Min. o- Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with 2-10d (0.148'x3') Hip Fame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148'x3') %nails @ 6' o.c. maximum spacing. Hip frame stops at plumb cut of Hip Frame Jacks to maintain pitch c;ntinuity. Section B-B ? Hip frame lumber is SPF; So. Pine, HF, or DFL Standard, Stud g .de, or better. .10 See Engineer's sealed desl•n for setback, lumber, plating, loading, aria duration factor required. 'R' Hip frame chords may be rimmed up to 2' to fit. purlins must be intact an properly attached. H Setback ----4-a-- Stepped Hip Use this detail for: System Trusses 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 ma , 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. ���EO PRO FFs� Trusses l INVAIRIING=READ AND TOALL CONTILCIIRS INCLUDING TIE All & REF HIP FRAME — haat Sa n and brad%S Refer to and DATE 01/02/2018 I Ponos tM tatest of DCS[ Instating C Q OU c.v.. rpo li.r,t oproe by TP[and SDC=)for a /T., ZIgt � p��this. [/li}e[lMs s11C11 provide tfl�prpry b•. per]�"[� •i/ i shall have a properly tirrrtigyidd c tve prope is otta hfar parva, .l lateralthis`•" bOttOR Cabs Ls" •��� ---'"I r ^ l— ahau haw bra per SCSI Locations n H)o as o pelc lypltesteach of.fa, oo�ppgp1kI�ob yyDRWG HIPFRAMEO118 -!—•. — I I `:J I— Refir'"too aard�! n above and an ae.wr.t--ft- , edea,noted otheruls:, to face ' Z for standard plate position,. AIpba,a dMdon o1 D�s�q responN6le Po�r�y Aevl tlan frau AN R1N•• bald Conponer.ts Croup Inc aiau not be oilliFACOL Yetauotbns I "i truss...the truss ti aonfonarce sIM ANSI/iPt L or Por na^aa•Y.s1 pYp, A sed an tMs a•coyer• Yds do Pmfessissit • Salle 200 D far aly _Y eddy a the D IN r ANSI/TPI i Sacat B�as� (j ON, 3 For YMorration see Yis gob's general notes page and these web alter a@Ii Ta*' ALP=see .can TPA esatpinstorgl SOCA,sseafsl scustry.orgl ICC.ssmjccsafearg Renewal#3/30/2020 CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement or reinforcement method is desired. L-Reinf. ,. �, Apply to either side of web narrow face. ,, Attach with 10d (0.128'x3.0',min) nails ,, at 6' o.c. Reinforcing member Is , a minimum 80% of web Notes: member length. ,� This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or ., L-reinforecement or scab reinforcement. i>.\ Alternative reinforcement specified in chart below may be conservative. Elm X1.1 For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf. L-Relnf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. El Attach with 10d (0.128'x3.0',min) nails ----=- 2x6 -2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x40* minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(* Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (310 Center scab on wide face of web. Apply (1) scab to each face of web. N M PROA-.„ NITrammeatem limo Ale n mash DRAWING FOLLOW AALL c� uiau��Aar +� TC LL PSF REF CLR Subst. 'C'cl FFs�, Po 100 th.=.7:0,71,-,a, f Clin.oeponenSafety Iniorrataa,by rnI andbracing. Refer to and IC DL PSF DATE 10/01/14 CI ^ O,L =ant no ed o to uis,Otop utas. TMeryattach" struca 'oI Sha n adrq°a' ll c BC DL PSF DRWG BRCLBSUB1014 I AKe::rated otFterdse,SOV d+o<'d have property attached structtral shenttin0 and both+chord • shall have a property attached rigid Locations n0 � nt restraint es wdof face BC LL PSF W /^ i—1�'i ^" t— shall have bradvis twtalled per BCS[ 1= of tnus and sllpon es shown and on She JoMt Detds.udess rated o ••••:".7..--1'. 1 I J ( Refer to Gals 160A-z for'te'tender,'plate positions. TOT. LD. PSF Alptte,a division of ITV Building Cbrponents Group Inc.shall not be resparuble for an�yy deviation from AN 11W'• fids drawing,any failure to Mild the truss b,conformance with ANSIRPI 1,or for hardteq.shipping, - Install tion I bradrw of trusses. A seal an this drawing or cover Ogling this drawing,bdloates acceptance of professkrsd OREGON var�"r0"lltnr� f d�estn.heir. nr aalr per andiSI"'ofS Vas a°a") DUR. FAC. the Blwdhp Designer per NCl/TPI I sect. G. -. ' `j:�r° ALPINE. a°rnatbn Wee conl TTP0 r�xeorrgl rnsbc jidVs general notes page usary ICC'm veorQ web show SPACING ae11 Tat` m/n 1 I'm1 Renewal 6/30/2020 NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss meMber exceeds the actual closer -that 1 inch to the Joint line. Nails may also be driven , number of teeth in the given member. Nails may be driven through the tooth slots, but shall be located at the end of' through the connector plate(s)I in truss members using the the slot farthest from the Joint line. nail type specified below to increase the lateral resistance of the connector plate(s) having d shortage of required Use a maximum of 2 nails per square inch of' plate area. effective teeth. Nails shall be driven through connector plate having shortage Nall Type j of required effective teeth. Nails may be driven through Duo-Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail connector plate on each face of Joint if each plate has a shortage of required effective teeth. Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 2 teeth Nails shall be fully embedded into wood areas free of defects. (SG >= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth This detail is applicable only on Joints where the connector Alpine 18-gage 5 1 Nail replaces 2 teeth plate has been offset no more than 1/2' from the design Nail Type 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 vertically (2x_) and trusses with lumber oriented horizontally Material Connector Plates Substitution (3x2 and 4x2). SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 3 teeth (SG >= 0.42) Alpine 20-gage H 1 Nall replaces 3 teeth Alpine 18-gage S 1 Nail replaces 3 teeth J'^¢ Lire 1 m �a � 0 Joint Line /*-----.................-.................... ii— Typical Joint Configurations. This Detail Applies To Any Joint Configuration. 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. ^allINPORT avARamo.READ- iILLOW 70 ALL NOTES OR MS BRAVING REF NAIL REINFORCEMENT , 'ts�0 PROFFss Trusses infabricating,FURNISH IIIIS rn►a,atp sYn�pahp i UYp ReCONTRACT=DELIMDID TIE fer to ane follow the latest • ofDMZwarp Component Safety Infarration,by TPI and saw for safety DATE 10/01/14 01. prec prior to orNp these All :tlona properly t shall provide i per PCSL shall noted •top lard shall ceiling. Locations ocatio s attached struca ent lateral and bottan chord w shall have a attached s�ecton Locatbro shown far permanent restraM of webs DRWG REPPLTNL1014 I I N. ,•1 t— shall haw bra- • .. . per s 113.37 or DW,as opplk¢b1e. Apelyy plates to each face - -2,.._-.1.0—"'1 I I ':1 I— RP er to dad aZ forrm standard positions. DetoAs,uhiess rated othar.be. Refer 4o dra • Z �standsrd AN RW•• jNs di asfhy P� mto cut th, in confomance shall Lbw reI for oranaarq,sf tIon prop installation I of trusses. OREGON A seal on this or cover page listing this droving.Modes acceptance of professional Yo solely for Wm deslpn alasn. 1M sWba6�lky and w ov YM drat" h wed and these web Otto -.EG Por any ArWc�v'e - respaMfYty grit Bulking DsdPm'pppennrrpeIZ/iPI I Sec.2. �,�`*1. ALPDO a Abel TPbb vers.p iFor mdme Information see ihis storgj general uv sbcYdustry.org,IC0 vemJccsafe.orp 3e U 1 ali ' !_ Renewal 8/30/2020 L