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Plans (2) m72_06-002-V1 Eifg4 SW 13eLVole. or RECEIVED JUN 13 2019 CITY OF TIGARD BUILDING DIVISION H --13 1 39' 1 - T . . . . I A2GE _ l .,- II N n j 2 _ yir' u • Z i. Iut EJI low a) ,3 4 �., _ cn No- Eir m r o o w x o -pr o x -< r : - O C a z co co co H 'i __.. H — co B 0 m IT X I/ i ,______ , ,,...._-- .._ ___ _ .. EJI 1 ._._.I UI CD --cri y,',7:i pilly- ,,,, 7_ itm c I.Ir' i� I � PGE 1 5'11"4 1 H I 3 + 6' 1 35'6" I -5'6" H 1 52' -1 Customer: PARR FOREST GROVE a) o o Desc. : Riverside 2885 B Roof Mos o c) I- co ADDRESS: master m m w z Designed by: BILLY BREESE .- z o o o cn •• COI 61' 4'��O PROFS O„cp aG %NE /O �6V 83294PE 7 Alpine,an ITW Company / 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 ALPINE- Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 AN ITW COMPANY `tiny as 20 t. t� sacseals@itwbcg.com 4SSel!Tar' 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(pd!): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(psf): None This package contains general notes pages,34 truss drawing(s)and 7 detail(s). Item Seal# Truss Item 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 23 032.19.0929.20720 X1 24 032.19.0929.20643 EJ1 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 4'1sE0 PROp4 r 00 _IG%NF YO 83294PE 9 Alpine,an ITW Company fly �J � 8801 Folsom Blvd.,Suite 107 ,I�j , Sacramento,CA 95826 OREGON ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 t` AN ITW COMPANY G `Zi•y 14,20t' I, sacseals@itwbcg.com &eel!Tan' 02i01i2019 Renewal 6/30/2020 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 which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.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 L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL = Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL =additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds,from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)=maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19`h Street, NW, Suite 800, Washington, DC 20036; www.afandoa.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.sbcindustry.co Page 2 of 2 SEQN:229807/ T4 / COMN Ply: 3 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26274 Truss Label: BG JAK / GWH 02/01/2019 I 5 $ 5 3 Complete Trusses Required I 3'1"10 I 6'4"15 9'8"5 137" 17'4" 21'0"15 I 24'11"111 28'3"1 I 31'6"6 I 34'8" " " I I " " _ '310 336 3'3"6 31011 3815 3815 31011 3'3"6 3'3"6 3110 1II6X10 F 4X5f 15] ///4X5120] 12 5[ G 43X55[10] + 34X8[25] Lb `o W7W11 B G W13 J W5 �' � ' I I NI I I I �- „ �� V U T S R B2 Q P 0 N M L_H0714(89R) H0615(B9R) =3X5[7] =[0612 1115X5[211 =5X7[26] =4X5[28] 1111.5X4 1114X5 1118X8 =SS0514 1111.5X4 A 347 1 I' 3'1"10 3'3"6 -I- 3.3"6 3'10"11 I 3'8"15 I 3'8"15 I 3'10"11 I 3,3"6 I 3'3"6 I 3'1"10 I 3'1"10 6'4"15 9'8"5 13'7" 17'4" 21'0"15 24'11"11 28'3 1 31.6 6 34'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) 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 Pt 21.2 Ce:1.1 VERT(LL): 0.525 P 785 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.050 P 392 240 W 12083/- /- /- /734 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.144 L - - K 13189 1- I- /- /744 /- EXP:B Kzt:NA TL Des Ld: 42.00 HORZ( ) 0.288 L - - Wind reactions based on MWFRS Mean Height:21.22 ft NCBCLL:0.00 Code 1 Misc Criteria Creep Factor:1.5 W Brg Width=5.5 Min Req=4.3 TCDL:6.0 psf K Brg Width=5.5 Min Req=4.7 Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2012 Max TC CSI: 0.816 P Bearings W&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.976 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) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 HS,WAVE,18SS VIEW Ver:16.01.00C.0327.15 A-B 588-9680 F-G 399 -6636 Lumber Wind B-C 602-9924 G-H 494 -8305 C-D 549-9068 H-I 606-10344 Top chord 2x6 HF SS Wind loads and reactions based on MWFRS. D-E 473-7844 I-J 655-11406 Bot chord 2x6 DF-L 2400f-2.OE:82 2x6 HF SS: E-F 398-6635 J-K 630-11137 Webs 2x4 HF Std/Stud:W5,W13 2x4 DF-L Std/Stud: :W7,W 9,W11 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.120"x3",min.nails A-V 9116 -553 Q-P 7752 -461 Top Chord:1 Row @12.00"o.c. V-U 9114 -553 P-O 9660 -566 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) U-T 9374 -568 0-N 9660 566 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal T-S 8511 -514 N-M 10766 619 spacing between rows and stagger nails in each row S-R 8511 -514 M-L 10483 -593 to avoid splitting. R-Q 7341 -442 L-K 10487 -592 Special Loads Maximum Web Forces Per Ply(lbs) -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 71 plf at 0.00 to 71 plf at 34.67 BC:From 7 plf at 0.00 to 7 plf at 34.67 U-C 657 -33 Q-G 133 -2304 BC:1132 8.73,10.7312.73,14.7316173,18 3 0.73,22.733 ,`((,CEO PROFz. vs., C-T 61 -958 G-P 2329 -124 T-D 1253 -68 P-H 133 -2411 BC:3393 lb Conc.Load at 24.97 . �G T 1 F� �Q D-R 91 -1461 H-N 2160 -109 BC:1396 lb Conc.Load at 26.73,28.73,30.73,32.73 k/0 83294PE 9 R-E 1683 -94 N-I 56 -1183 Plating Notes LC 0.„,...' E-Q 103-1648 I-M 836 -28 • F-Q 3929 -226 M-J 389 -30 All plates are 3X5 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite A '4i cP [7] W3X5 S 1.75 [10] W3X5 S 1.25 GS LY 14,2e ...0)[15] W4X5 3.00 L 1.25 [20] W4X5 2.75 R 1.50 $ell Tan • [21] W5X5 S 1.75 [25] W4X8 S 1.25 [26] W5X7 S 2.75 [28] W4X5 S 2.25 Renewal 6/a012020 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 CORN E7- OR 97113 Component Safety Information,by TPI and SBCA)tor safety practices prior to performing these functions. Installers shall provide temporary (503)357-212118 Ex bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 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 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 , MAW, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on thi µry, s drawing or cover page listing this drawing,indicates acceptance of proressionar 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 107 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 s * SEQN:227066/ T1 COMN Ply: 1 Job Number: 0119305 Gust:R7175 JRef: 1WI871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1647.15448 Truss Label: B JAK / GWH 01/31/2019 f 6'3"13 I 11'9"15 17'4" 22'10"1 , 28'4"3 , 348" 6'3"13 5'6"1 5'6"1 5'6"1 5'6"1 6'3"13 5X5 E 12 .3X5 3X5 4 ✓ D F 1.5X4 ,1.5X4 ib C G „,41N. 3X10(82) -3X5 3X7= =4X5 =3X5 =3X10 2) r 1 34'8" i 1'6" 9'0"14I 8'3"2 8'3"2 9'0"14 1'6" 9'0"14 17'4" 25'7"2 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): 0.335 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.680 L 606 240 B 1588 /- /- /659 /66 /71 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.113 J - - H 1588 i- /- /659 /66 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.229 J - - Wind reactions based on MWFRS Mean Height:21.14 ft B Br Width=5.5 Min Req NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 =2.6 TCDL:6.0 psf H Br Width=5.5 Min Req2.6 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.839 9 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.906 Bearings B&H are a rigid surface. RepFac:Yes Max Web CSI:0.791 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Loc.from endwall:AnyFTIRT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.15 B-C 738-3438 E-F 593 -2312 Lumber C-D 698-3122 F-G 697 -3122 D-E 593-2312 G-H 739 -3438 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#1&Bet. Maximum Bot Chord Forces Per Plylbs Webs 2x4 HF Std/Stud (lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-M 3173 -624 K-J 2731 -528 Bottom chord checked for 10.00 psf non-concurrent M-L 2731 -521 J-H 3173 -630 bottom chord live load applied per IRC-12 section L-K 2731 -528 301.5. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. M-D 380 -34 L-F 209 -802 D-L 209 -802 F-J 380 -34 E-L 1045 -208 ��*Ep PRO/�FSS O�5 -GINE- ,6,- �O 44 83294PE R 9 OREGON 413` ALV 14,20 e, -sell 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.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building C3) OR 97113 Component Safety Information,by TPI and SBCA)f (5 003)357 US r safety practices prior to performing these functions. Installers shall provide temporary bracing Ext bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracin 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 JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMN 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 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.orq Sacramento,CA 95826 SEAN:227069/ T2 / GABL Ply: 1 Job Number: 0119305 Cost:RR7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26258 Truss Label: BGE JAK / GWH 02/01/2019 1 T4" -1 34'8" 17'4" 17'4" f--2'8"+,4„ =5X5 (TYP) 12 - • 4 'i B - Z i A - 7 - - - AA 3X5(61) AK =3X5(81) 5X5 1 34'8" 1 I-16" 348 116 H-- H 34'8" 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 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 M 999 240 g" 122 /- /- /43 /4 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 E - - AK"114 /- /- /42 /6 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:21.14 ft HORZ(TL):-0.002 G - - Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 B Brg Width=240 Min Req=- TCDL:6.0 psf AK Brg Width=176 Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.211 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. RepFac:Varies byLd Case Max Web CSI:0.088 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.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. ��4EQ PROpk, Wind � 4GINFc( ;0O Wind loads based on MWFRS with additional C&CL41O 83294PE member design. Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require OR14 EG20 ON reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. nil See DWGS A12030ENC101014,GBLLETIN1014,& ``SSQ��Tar•`� GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 02/01/2019 ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (583)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 riid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-Wed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN ITW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciJ,,, ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of protessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:227075/ T28 / GABL Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1 W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26226 Truss Label: A2GE JAK / GWH 02/01/2019 169 _I 3308 I 16'9" 16'3"8 H 2'1"--I--TTYH) —5X5 T 21 T 12 4 V • • T2 'oa 3X5 O Y B i Z 7 A s i I 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 It 4 4 I -133 3X5(61) AJ =5X5(E1) =5X5 B2 A 33'0"8 1 IH 1'6" I- 338 8 H 33'0"8 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 Y 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.019 Y 999 240 B" 126 /- /- /44 /4 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 Y - - AJ'108 I- I- /37 /6 /- EXP:B Kzt:NA T Des Ld: 42.00 Mean Height:21.04 ft HORZ( L):-0.007 Y - - Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=216 Min Req=- TCDL:6.0 psf AJ Br Width=180 Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.211 9 . = TPI Std: 2007 Max BC CSI: 0.048 Bearings B&AJ are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Varies by Ld Case Max Web CSI:0.126 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.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 301.5. � �EO PROFSStS� Wind O�5 ie. ,Q �0 Wind loads based on MWFRS with additional C&C [(/ 83294PE 9 member design. (' Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require OREGON reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. � 'yty 14,10 ` m See DWGS A12030ENC101014,GBLLETIN1014,& at sell Tao•,t GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins-Wed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 11WCOMPANY 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 oro-fessional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEON:227071/ T29 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26273 Truss Label: A2 JAK / GWH 02/01/2019 6'3"8 11'5"4 16'9" 22'0"12 272"8 33'0"8 6'3"8 5'1"12 - 5'3"12 5'3"12 I 5'1"12 I 510" 5X5 E 1 123X53X5 4 p D F TA XI: 1 1.5X4 a 1.5X4414K T2 to C G a \lb, 3X5 `o H B \ I M=3X5 L=4X5 B2 J =5X7(E1) 5X5(B1 =3X7 -.---3X5 1 33'0"8 i 1'6" 8'5"6I 8'3"10 8'3"10 I 7'11"14 8'5"6 16'9" 25'0"10 33'0'8 Loading Criteria(psf) ,Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TOLL: 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 BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.563 D 700 240 g 1528 I- I- /633 /71 /61 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.082 J - - I 1396 I- I- /587 /59 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.167 J - - Wind reactions based on MWFRS Mean Height:21.04 ft B Br Width=5.5 Min Re 2.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Q= TCDL:6.0 psf I Br Width=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.800 g Q= 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. RepFac:Yes Max Web CSI:0.895 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 B-C 706-3269 F-G 717 -2999 Lumber C-D 683-3002 G-H 757 -3230 D-E 563-2196 H-I 798 -3275 Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: E-F 575-2194 Bot chord 2x4 HF#1&Bet.:B2 2x4 DF-L#2: Webs 2x4 HF Std/Stud :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-M 3014 -624 K-J 2575 -517 Bottom chord checked for 10.00 psf non-concurrent M-L 2596 -533 J-I 3015 -657 bottom chord live load applied per IRC-12 section L-K 2575 -517 301.5. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. M-D 378 -40 L-F 197 -749 D-L 201 -774 F-J 377 -78 E-L 975 -199 ,s0-1Ep PROFS �5 _G%NEr ,O ft ' 83294PE R 9 OREGON Gesell Taos' 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,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for 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 MeV MIMIAOWg 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 13rdfessionai engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:227102/ T30 / COMN Ply: 3 Job Number: 0119305 Cust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21111 Truss Label: A2G JAK / GWH 02/01/2019 i 5 5 5 3 Complete Trusses Required 471 _, 6'1"11I 11'5"6 _I 16'9" _ 22'0"10 _, 27'4"5 _ 33'0"8 H 4'0"1 2'1"1d 5'3"10 5'3"10 5'3"10 5'3"10 5'8"3 1114X5 E 12 \\\5X5`r10] 3X5 4 Li 6 F '....',3X5 4X12[8] T2 - C W5 G 4B5 -4X1AB8R) W3 W4 - n =4X5(B1) _......- P s n� HIIII I g Y� P - 0 N M L K J B2 I 1111.5X4 6X12[7] e4X8[9] ,4X8[14)4X5 =3X5 1111.5X4 4112 12879 18970 r 33'0"8 1 4'71 '"t"' 2'1"10 5'3"10 + 5'3"10 + 5'3"10 + 5'3"10 + 58"3 4'0"1 6'1"1'11' 11'5"6 167 22'0"10 2T4"5 3378 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/deft 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/- /- /- /705 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 I - - H 3393 /- /- /- /199 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.163 I - - Wind reactions based on MWFRS Mean Height:21.12 ft Code/Misc Criteria CreepFactor:1.5 P Brg Width=5.5 Min Req=4.0 NCBCLL:0.00 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.899 H Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 WI Std: 2007 Max BC CSI: 0.957 Bearing P is a rigid surface. RepFac:Yes Max Web CSI:0.905 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Loc.from endwall:AnyFTIRT:2(0)/4( ) Maximum Top Chord Forces Per Ply(lbs) 0Chords 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 Lumber Wind B-C 625-10041 F-G 174 -2870 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 :W4 2x6 HF#2: The maximum concentrated load is 8972# Maximum Bot Chord Forces Per Ply(lbs) :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 q_O 9016 -558 L-K 2707 -163 Nailnote NOTE:This truss can not be cut or altered or used O-N 9047 -561 K-J 2707 -163 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 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-M 262-4094 TC:From 71 plf at 0.00 to 71 plf at 33.04 �izED PRGF�S, BC:From 7 plf at 0.00 to 7 plf at 6.14 '( S►� BC:From 14 plf at 6.14 to 14 plf at 33.04 „fp ,�GtNE- p BC: 112 lb Conc.Load at 2.00 BC:2879 lb Conc.Load at 4.07 ..// 83294PE 9 BC:8970 lb Conc.Load at 6.14 4c 00,- Plate 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 `LLY14 Zot{► [9] W4X8 S 1.25 [10] W5X5 3.50 L 1.25 G i, [14] W4X8 1.75 R 1.50 sell Tar t 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,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 0OR 87113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,67 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 Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,ITW Q,,,,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 orooessionai engineering 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.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:227083/ T10 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 12 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20675 Truss Label: Al JAK / GWH 02/01/2019 5'1"2 10'4"14 _ 15'8"10 I 20'10"6 I 2686 IH 5'1"2 5'3"12 5I '3"12 5'1"12 510" 4X5 D T 12 4 3X5 3X5 C E i t1113X(5ir Nip;.5X4 A F T , 3X5 I- G N ` H 1 1 loni 1 Y ii Sm 1 11115X4[4] =3X5 =3X7 J =3X5 =5X7(E1) .3X5 A 26'8"6 i 2'5"4 7'11"10 8710 7'11"14 2'5"4 10'4"14 - 18'8"8 26'8"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.126 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.259 I 999 240 N 1139 /- /- /478 /68 /56 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 I - - H 1132 I- I- /476 /63 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.087 1 - - Wind reactions based on MWFRS Mean Height:21.37 ft N Br Width=- Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Req=- TCDL:6.0 psf H Br Width=- Min =- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518 g Req TPI Std: 2007 Max BC CSI: 0.699 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.713 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 B-L 1049 -217 D-K 479 -98 Bottom chord checked for 10.00 psf non-concurrent L-C 214 -780 E-I 413 -85 bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ePROF" Left end vertical not exposed to wind pressure. .(`i� Q css 83294PE 9 OR14,2e�EGON ICY m `Sell Tar- 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 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached nod ceiling Locations shown for permanent lateral restraint of webs shall have bracingp insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN rIw 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 prooessronaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:227085/ T38 / COMN Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1 W 1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20908 Truss Label: A JAK / GWH 02/01/2019 5'1"2 10'4"14 15'710 20'10"6 27'1"14 - 5.1"2 53"12 5,3"12 -I 5'1"12 -I 6.3"8 =4X5 12 D ' 4 V 5,---3X5 — "---'-3X5 C E i zit 1113X5 0 1.5X4 o A B Nopp.F. 7 v T m GT 1 ':h,*I Y me r • H i NM L K J I 1111.5X4[4] =3X5 .3X7 3X5 =3X5 =4X5(B1) r 27'1"14 2'5"47'11"10 I 8310 I 8'5"6 , 16" 2'S 4 _ 10'4"14 18'8"8 27'1"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): 0.175 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.356 I 906 240 N 1149 /- /- /483 /64 /64 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.060 I - - G 1275 /- /- /537 /74 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:21.04 ft HORZ(TL ) 0.121 I - - Wind reactions based on MWFRS NCBCLL:10.00 Code f Misc Criteria Creep Factor:1.5 N Brg Width=- Min Req= - TCDL:6.0 psf G BrgWidth=5.5 Min Req2.1 Soffit: 2.00 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.811 = Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.882 RepFac:Yes Max Web CSI:0.728 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 219 -845 E-F 521 -2288 Lumber C-D 404-1428 F-G 548 -2569 D-E 388-1427 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table L-K 1192 -197 J-I 1887 -351 JT Plate Chord JT Plate Chord K-J 1887 -351 I-G 2356 -455 No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.50 Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent B-M 301 -1147 K-E 204 -791 bottom chord live load applied per IRC-12 section B-L 1056 -218 D-K 498 -102 301.5. L-C 216 -793 E-l 409 -50 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. ���ED PROFESS ��`� �GINFtc �O t{/ 83294PE 7 tY0„,,.% .r� OREGON ~` ''Ly,4,2004 r, *sell Tar's Renewal 8/3012020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown 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 JoingDetails, 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 mnss COMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of essiona engineering responsibility solely for the design shown. The suitability and use of this drawingpro for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' Sacramento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org SEQN: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 10'4"14I 27'1"14 II 10'4"14 165" [71 q I-1,4„ (TYP) =4X5 12 J T4 I/ 6. T - AB "v T , - . N W1 V T 1 OE L ,-, E L L EELL 1� L 0 L EL OE 6 : W i AR.// ,- ,---. /.. -..--'- ----- .. ...-'-'-//-/-/ /-- /AA �3X5(81) 3X5 j 27'1"14 1 27'1"14 -I 1'6" I 27'1"14 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.003 I 999 240 AS*125 /- /- /39 /3 /6 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 R - - Al* 125 /- /- /42 /8 /- EXP:B Kzt:NA HORZ TL:0.003 L - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:21.04 ft ( ) AS Br Width=133 Min Req 10.00 Code/Misc Criteria Creep Factor:1.5 9 =- TCDL:6.0 psf Al Br Width=192 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.274 9 Req= Bearings AS&Al are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.047 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:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2.M/1 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. ���EO PROFS Wind . aGINF� �O Wind loads based on MWFRS with additional C&C , (G - 41' 9 member design. Ilt Left end vertical not exposed to wind pressure. 000- Additional Notes Provide lateral wind bracing per Alpine wind bracing OREGON details or per engineer of record.2X3 studs requireL' reinforcement at 70%of the length tabulated for 2X4 �` "t/Ly 14 gods �q studs of the same grade. �eelii Tar See DWGS A12030ENC101014,GBLLETIN1014,& 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.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357-28 OR 97113 Component Safety Information,by TPI and SBCA)kir 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 branp ins-ailed per BCSI sections B3,B7 or B10, as applicable. Appy ci plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the k ftW a„*ypny truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of orOfessronal 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 ANSI/TPI 1 Sec.2. 01a Folsomento,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.iccsate.orq SEAN:227080/ T27 / HIPS Ply: 2 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20907 Truss Label: SDG JAK / GWH 02/01/2019 I 5 5 2 Complete Trusses Required 5'11"4 10'8" 153" 19'10" 24'6"12 30'0"8 II- - - - - 511"4 4'8"12 4'7" 4'7" 4.8"12 5'5"12 '1 12 4 1 - -4X112 =3X5 1111B .5DX4 T2 3X5= 5XF10 To- 11CV En =3X100(61) =3X10(62) N G NI M L K J I H 1111.5X4 =3X7[9] =3X7 =H0508 =4X8[17] 1111.5X4 A 3008 i 511"4 4,8"12I 4'7" -I 4'7" I 4,8"12 I 5'5"12 5'11"4 10'8" 15'3" 19'10" 24'6"12 30'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/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 /- /- /- /152 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.076 B - - G 2879 /- /- /- /154 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:19.49 ft HORZ(TL):0.152 B - - Wind reactions based on MWFRS NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 N Brg Width=5.5 Min Req=2.3 TCDL:6.0 psf G BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.888 Req= 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. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.965 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.15 A-B 202-3673 D-E 318 -5492 Lumber Wind B-C 285-5018 E-F 285 -4943 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. Botchord2x6 Maximum Bot Chord Forces Per Plylbs Webss2xx4 HF Std/Stud SS (lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-M 3461 -187 J-I 4997 -289 Nail Schedule:0.120"x3",min.nails M-L 3453 -187 I-H 3213 -178 Top Chord:1 Row @12.00"o.c. L-K 5066 -289 H-G 3213 -177 Bot Chord:1 Row @ 9.25"o.c. K-J 4997 -289 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-L 1712 -107 E-I 31 377 TC:From 71 plf at 0.00 to 71 plf at 5.94 C-K 466 31 I-F 1893 116 TC:From 36 plf at 5.94 to 36 plf at 24.56 K-E 542 -32 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 CEO PRGFF BC: 85 lb Conc.Load at 2.00,28.50 4' Stcb BC: 88 lb Conc.Load at 4.00,26.50 �5 OG1NFF 0 BC: 251 lb Conc.Load at 14 00,184.50,106.50,18.50 ,,.C983294PE R 9 20.50,22.50,24.50 IC % Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite [9] W 3X7 2.50 R 1.25 [17] W 4X8 3.00 L 1.50 it, a 14,Zods Purlins tweell Tan ''( In lieu of structural panels use purlins to brace all flat Renewal a/aazozo 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.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELI21 OR 97113 Component Safety Information,by TPI and SBCA)fo'safety practices prior to performing these functions. Installers shall provide temporary (503)357- 18 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 Join-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 M1 mw COMVANY 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 orofessronaf engineering responsibility solely for the design shown. The suiability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:227097/ T33 / COMN Ply: 3 Job Number: 0119305 Cust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20689 Truss Label: SDG1 JAK / GWH 02/01/2019 I 5 5 5 3 Complete Trusses Required 3'11"10 I 7'11"4 12'9"3 17'8"13 I 2Z6"12 26'6'6 30'0.'8 3'11"10 3'11"10 4'9"15 4'11"11 4'9"15 3'11"10 3'6"2 12 8X10 1111.5X4 =3X5 -8X10 4 C D T2 E F T ,3X5 = 3X5 N B G 4X1Zn A2(B3) W4 =4X12(H2) 1 i $ I EM1 Ili 0 `Zii,ni3 1111.5X4 1114X5[7] 4X12[12] H0714 4X5[20] 1111.5X4 1 30'0"8 i 3'11"103'11"10 4'9"15 4'11"11 4'9"15 3'11"10 3'6"2 F3'11"10 I 7'11"4 I 12,9"3 178"13 22,6"12 I 26,6"6 I 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): 1.047 D 341 240 0 8954 I- /- I- /573 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.100 I - - H 8970 I- /- /- /581 /- EXP:B Kzt:NA HORZ TL:0.199 I - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:19.65 ft ( ) 9 Code/Misc Criteria Creep Factor:1.5 0 Brg Width=5.5 Min Req=4.9 NCBCLL:0.00 TCDL:6.0 psf H Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.903 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.992 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:AnyFT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.15 A-B 467-7288 E-F 568 -8821 Lumber Wind B-C 470-7322 F-G 453 -7034 C-D 577-8976 G-H 410 -6346 Top chord 2x4 DF-L#1&Bet.:T2 2x6 DF-L#2: Wind loads and reactions based on MWFRS. D-E 577-8974 Bot chord 2x6 HF SS:B2 2x6 DF-L 2400f-2.0E: Webs 2x4 HF Std/Stud:W4,W8 2x4 HF#2: :Rt Wedge 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-N 6874 -439 K-J 6643 -428 Nail Schedule:0.120"x3",min.nails N-M 6863 -439 J-I 5960 -385 Top Chord:1 Row @12.00"o.c. M-L 6891 -442 I-H 5947 -384 Bot Chord:2 Rows @ 3.50"o.c.(Each Row) 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 so P ROF . BC:1139 lb Conc.Load at 6.06,8.06,10.06,12.06 .(G� ss, 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 �.5 _AGINFF O Plate Shift Table ✓� 83294PE 41 l'y JT Plate Chord JT Plate Chord 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 .n OREGON Purlins r `VL14,Y 2e� 0 In lieu of structural panels use purlins to brace all flat GS .N. TC @ 24"OC. eel,Tan Renewal 6/30/2020 02/01/2019 '"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling.,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS 7 21 OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ANITW 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 essronaT engineering responsibility solely for the design shown. The suitability Folsom Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 88011amento CA 9,Suite For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinsl.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq SEQN:227052/ T13 / GABL Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1 W 1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21080 Truss Label: GGE JAK / GWH 02/01/2019 8' 16' H 8' 8' 1 2'8" -I 1'4"H ///4X8(R1) T12 (TYP) 4 � iir.,,„,„ , ,_ co iii, . .6 ibi LMA �� i i i i i i M 1 3X6(81) i 1.5X4(**) 1.5X4(**) =3X5(61) • 52"12 1 10'9"4 1 1'6" - 5'2"12 1"4 5'4" I1"4 5'2"12 1'6" 5'2"12 '4" 10'8" I�9"4 16' 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.030 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.072 J 999 240 B 409 /- /- /169 /39 /53 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 C - - T 862 I- /- /324 /20 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.024 C - - L 724 I- /- /293 /46 /- NCBCLL:10.00 Code f Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.262 = TPI Std: 2007 Max BC CSI: 0.377 T Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 L Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.337 Bearings B,T,&L are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) 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. 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 Webs 2x3 HF#2:W1,W2 2x4 HF#2: reinforcement at 70%of the length tabulated for 2X4 Maximum Bot Chord Forces Per Ply(lbs) studs of the same grade. Chords Tens.Comp. Plating Notes See DWGS Al2015ENC101014,GBLLETIN1014,& P-L 801 -136 All plates are 1.5X4 except as noted. GABRST101014 for gable wind bracing requirements.(**)2 late(s)require special positioning.Refer to Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. 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. ED PREF Bottom chord checked for 10.00 psf non-concurrent (G� FS bottom chord live load applied per IRC-12 section Gj� GIN s/o 301.5. �� �� F� Z Wind k/ 83294PE 7 0„,,....-- Wind loads based on MWFRS with additional C&C member design. OREGON 1)re "LLY 14,20d Seel,Tan-sm 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 87113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face ottruss and position as shown above and on the JoinftDetails, unless noted otherwise. Defer to A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN rIw NMPANY 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 proessionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites:ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:227054/ T16 COMN Ply: 1 Job Number: 0119305 Cust:R7175 JRef: 1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1649.07383 Truss12 Label: G JAK / GWH 01/31/2019 8 I- 16 -F 8' 8' 4X5 C l Pihi\ T 2N E3 /AA M ,,, i A E 3X5(81) 1.5X4 1.5X4 =3X5(61) r 5'2"12 1 10'9"4 i H 1'6"- 1- 5'2°12 H 5'6"8 I 57'12 11 6 --I 5'2"12 10'9"4 16' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 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 I- /- /243 /37 /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 G - - G 311 /- /- /184 /- /- EXP:B Kzt:NA HORZ TL:0.027 G - - D 728 I- /- /301 /17 I- Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.958 = 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 p 9 Bearings B,G,&D 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:16.01.00C.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 328 -807 C-D 298 -940 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-G 658 -219 F-D 796 -175 Bottom chord checked for 10.00 psf non-concurrent G-F 703 -190 bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. -S 6 PROP, f83294PE OREGON 11` VLY 14,20� m 6.$ell Tar's Renewal 6/30/2020 02/01/2019 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µm 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 oro-fessionar engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10" and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.ory Sacramento,CA 95826 SEQN:227057/ T24 / COMN Ply: 1 Job Number: 0119305 Cust:R R7175 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 15'5"8 h -1--7'5"8 8' H 4X5 12 B 4 p ^ T 11.11. (V M in A C co _ I. D 1 F E — 1114X8(G1) 1.5X4 1.5X4 =3X5(81) r 4'8"4 * 10'9"4 i H 4,8,.4 + 5,6„8 + 5,2„12 _H 1,6„–H 4'8"4 10'2"12 15'5"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): 0.012 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.029 E 999 240 A 567 /- /- /177 /34 /40 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.013 F - - F 302 /- /- /180 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL ) 0.031 F Wind reactions based on MWFRS /17 / NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf A Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2012 Max TC CSI: 0.959 p TPI Std: 2007 Max BC CSI: 0.625 F Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 C Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.121 Bearings A,F,&C are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Loading A-F 682 -297 E-C 807 -235 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. • •1EO PROFvss o.o "GINE . 2O cf[/ 89294PE 9 OREGON e `LLY 14,20� m `eeen Tar* 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,shi ping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 US OR 87113 Component Safety Information,byt TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ofptruss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,,,,.,O,,,,,,,,, truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 " SEQN:227062/ T23 / COMN Ply: 1 Job Number: 0119305 Gust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20704 Truss Label: G2 JAK / GWH 02/01/2019 6'11"6 14'11"6 H 6'11"6 8' 4X5 12 B 4piii-- -F- PI PI N T2 - 01 to AC ih T ., ° 1 116X8 G1 F E — ( ) 1.5X4 1.5X4 =3X5(81) I- 42"2 -1 10'9"4 i 42"2 5'6"8 52"12 1'6"--1�' 4,2„2 9,8„10 14'11"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/deft 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+ I R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.028 E 999 240 A 568 /- /- /174 /31 /39 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 F - - F 292 /- /- /187 I- /- EXP:B Kzt:NA HORZ(TL):0.029 F C 713 /- I- /294 /15 /- Des Ld: 42.00 Mean Height:15.00 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.954 A Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf F Brg Width=5.5 Min Req= 1.5 530 2007 Max BC CSI: 0. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: C Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.125 Bearings F&C are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 367 -773 B-C 319 -902 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x6 HF#2: Chords Tens.Comp. Chords Tens. Comp. A-F 629 -245 E-C 760 -217 Loading 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. •ceop PRop ••, aGINFF "O tw 83294PE °SI 9 tr OREGON ( `Z�r,.,ze0,' r G ca $8811 Tar' Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building003)357 US OR 97113 p q Safety ) t ty p priorperforming provide p (503)357-2118 Ext Com omen Information,by TPI an SBCA fo'r sae practices to these functions. Installers shall temporary bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE L drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the W COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and braciAN ITW of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro esstonaf engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10” and use of this dawing for any structure is the responsibility of the Building Designer per ANSI!TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:227064/ T22 / COMN Ply: 1 Job Number: 0119305 Cust: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 1'5"8I 9,5,8 1'5 8 8' 12 4I/ 6X6(R1) AIB' �'� T T 10 eo (V M _ 111111D - :-.:4---- HG F 1111.5X4[4].3X5 =3X5(61) r 9'5"8 'i 1,5„8 I- 8. I 1'6 1'5"8 9'5"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/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 /- /- /174 /1 /44 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.017 F - - D 557 /- /- /255 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.033 F - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Brg Width=- Min Req=- TCDL:6.0 psf Soffit 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.863 D Brg Width=5.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.469 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2Members 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 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. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 C-D 115 -458 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud B-G 198 -500 F-C 258 -433 Plate Shift Table B-F 716 -271 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. p PROF Left end vertical not exposed to wind pressure. ,�`i�� �`ss �4/ 83294PE ' y .!� OREGON r` 'VLY 14, e VBeII Tah'c Renewal 6/30/2020 02/01/2019 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT*” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properylr y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins-ailed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the 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 M1 111VCOMPANY 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 pro7essronar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 ' SEQN:227027/ T5 / GABL Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1 W 1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20910 Truss Label: CGE JAK / GWH 02/01/2019 I-- 64" _I 128 6'4" 6'4" 1'4"H (TYP) I-2'4"-..I =4X5 12 F T4 ✓ i pm i T F-- r i 1 N B �� , J N A i i i I I i 1 K //////////// 1 3X5(B1) 3X5(B1) 12'8" H H 1'6" 178" I 1'6"--I 12'8" 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 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 EXP:B Kzt:NA HORZ TL:0.002 L - - B Br Width=152 Min Des Ld: 42.00 ( ) 9 Req Mean Height:19.31 ft Code I Misc Criteria CreepFactor:1.5 Bearing B is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.371 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.041 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.040 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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 E�PROF Provide lateral wind bracing per Alpine wind bracing F details or per engineer of record.2X3 studs require �'c' G N S49 reinforcement at 70%of the length tabulated for 2X4 ` studs of the same grade. (�O 133294PE R 9 See DWGS Al2030ENC101014,GBLLETIN1014,& Cr „ow-' GABRST101014 for gable wind bracing requirements. Special loads OREGON (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 115 plf at -1.50 to 115 plf at 14.17 u>. IP C TC:From 2 plf at 0.00 to 12 plf at 12.67 (/� f-Y 14,20 AD BC:From 4 plf at -1.50 to 4 plf at 0.00 s e 11 Tao- 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! 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,installin and bracin Refer to and follow the latest edition of BCSI(BuildingCO3)357 US OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, 04, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 03MPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page- listing this drawing,indicates acceptance of progesslonal engineering responsibility solely for the design shown. The suitability 8801 Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 13 Folsomento,Blvd.,C95Sui For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq • f SEQN:227029/ T6 / COMN Ply: 1 Job Number: 0119305 Gust:R R7175 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"2 12'8" 3'9"14 2'6"2 2'6"2 3,9"14 H 12 =4X5 C -I- 4 3X5 = 3X5 B D 0/10 Illtli, N4X5A(A1) =4X1A1) 6 P. 11 z 0 I H G F 1112X4[5] =3X7 III 1.5X4 A 12'8" 3'9"14 2'6"2 2'6"2 3'9"14 I- 3.9„14 6,4" F 8'10„2 I 12,8" -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.074 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.145 G 999 240 I 1372 /- /- /- /54 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 F - - E 1161 /- /- /- /44 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.033 F - - Wind reactions based on MWFRS Mean Height:19.38 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 I Brg Width=5.5 Min Req=2.3 TCDL:6.0 psf E BrgWidth=5.5 Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.303 = 1.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.772 Bearings I&E are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.533 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 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 Plylbs Bot chord 2x6 HF#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. A-H 2478 -94 G-F 2286 -90 Special Loads H-G 2453 -95 F-E 2302 -89 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 12.67 Maximum Web Forces Per Plylbs BC:From 7 plf at 0.00 to 7 plf at 10.17 ( ) BC:From 14 plf at 10.17 to 14 plf at 12.67 Webs Tens.Comp. Webs Tens. Comp. BC: 254 lb Conc.Load at 1.67,2.17,4.17,6.17 B-G 27 -678 G-D 21 -485 8.17,10.17 C-G 1046 -22 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W2X4 S 2.25 Loading p PROF Bottom chord checked for 10.00 psf non-concurrent ��E FS bottom chord live load applied per IRC-12 section �( S� 301.5. ,..0 4/ �G%NF� O Wind ��/ 83294PE R 7 Wind loads and reactions based on MWFRS. OREGON /34 '14Y 14,26� 0 * $ell Tan`� Renewal 6/30/2020 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.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 and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinlrDetails, unless noted otherwise. Defer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M(TW 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 orooessronaf engineerinresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 r SEAN:227047/ T15 / GABL Ply: 1 Job Number: 0119305 Gust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20938 Truss Label: FGE JAK / GWH 02/01/2019 F- 5'6" -I 11' -4 5'6" 5'6" I~1'4"-I (TYP) H 1.6,.- 64X5 12 T 4 VI 1 i i `r V 1 i j` T B J iv A ' i i i I i 11111.1111........11 K 3X5(61) =3X5(61) 1 k' 11' I H 1'6" I- 11 _I 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 B* 161 1- /- /41 /0 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 L - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ TL:0.002 L - - B Br Width=132 Min Des Ld: 42.00 ( ) 9 Req - Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 Bearing B is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00BCDL: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:16.01.0OC.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 op PROFF details or per engineer of record.2X3 studs require Q s reinforcement at 70%of the length tabulated for 2X4 `G0� �14G i N e 451's/O studs of the same grade. C� Z See DWGS A12015ENC101014,GBLLETIN1014,& ��/ 83294PE 9 GABRST101014 for gable wind bracing /r requirements. Special loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 115 plf at -1.50 to 115 plf at 12.50 OREGON TC:From 2 plf at 0.00 to 11 plf at 11.00 i$ C BC:From 4 plf at -1.50 to 4 plf at 0.00 (e_ `v1Y 14,20� 0 BC:From 7 plf at 0.00 to 7 plf at 11.00 &e ll Tan 4 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 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS03)357OR 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 oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drewing,any failure to build the ANnwmM„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 pro-fessronaT engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10" and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801amentCA 95Sui 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 e SEQN:227031/ T9 GABL Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1WI871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 031.19.1652.39570 T Truss Label: HGE JAK / GWH 01/31/2019 F 3 1_ 6' H 3'11111111111111111111111111111h :9):: 3' 12 =4X5 4 C co 1 A - E 1111.5X4 F 6' H H- 1'6" I_ 3' I_ 3' _I 1,6.,-H 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 Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.001 F - - B Brg Width=72.0 Min Req=- NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.061 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.024 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 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 '�(�'�eD PRo, . details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 %5 G t N E 1 �0 studs of the same grade. ,0 (,,N--83294PE 9 See DWGS A12015ENC101014,GBLLETIN1014,& LC 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 1` tLY 0 TC:From 2 plf at 0.00 to 7 plf at 6.00 14,2e BC:From 4 plf at -1.50 to 4 plf at 0.00 `reel,Tad' 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 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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: ==w.tpinst.org;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 " '1 SEAN:227045/ T17 / COMN Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20658 Truss Label: HG JAK / GWH 02/01/2019 F 3' + s H 3' 3' 12 4 p =4X5 B ;.c) A � C lT . 1 _� =� D =� III 1.5X4 3X5(81) =3X5(81) I- 6' I-' 3 H-- 3' H 3' 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): 0.012 D 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.023 D 999 240 A 393 /- /- /- /6 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 D - - C 400 /- /- /- /6 /- EXP:B Kzt:NA HORZ TL:0.007 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 A Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf C Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.125 Bearings A&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.303 Members not listed have forces less than 375# Spacing:24.0" CBC Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.105 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 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. 46EO PROFS �y aC,1NF& iO .%(/� 83294PE 7 OREGON 'A` VLY 14,20 0 4•8 ell Ta%" 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 COR 97713 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 35772-211 18 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. 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,anMln y failure to build the wcOMVPNY 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 orooessronar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 • SEQN:227020/ T36 / EJAC Ply: 1 Job Number: 0119305 Gust:RR7175 JRef: 1 WI871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21126 Truss Label: X JAK / GWH 02/01/2019 III 1.5X4 CD 12 4 � N N 6 6 A Emimmiimmhil +III F E III 1.5X4 3X5(61) 5'11"4 I--- 1'6" {- 511"4 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 /- /- /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 Des Ld: 42.00 HORZ(TL):0.012 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.24 ft Code I Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.458 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.241 Bearing B is a rigid surface. RepFac:Yes Max Web CSI:0.480 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. Right end vertical not exposed to wind pressure. IAD PROFESS _NCO OGNF� �O ((/ 83294PE 9 .a� OREGON ~` sVLY 14,20de 0 seII Tall' Renewal 8/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a property attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have bracingq insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, 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,anM,11Wy failure to build the , 3,M, 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, pr indicates acceptance of oessronall engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:227023/ T37 / EJAC Ply: 1 Job Number: 0119305 Gust:R R7175 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 ir) N A 6" 3X5(61) E D III 1.5X4 5'11"4 5'11"4 H 5'11"4 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 254 /- I- /112 /1 /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 E - - D 251 /- I- /110 /17 /- EXP:B Kzt:NA HORZ TL:0.018 E - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:19.49 ft ( ) g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 A Brg Width=- Min Req=- TCDL:6.0 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.255 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.557 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. _so PROFS 5� �C, N F O Lt/ 83294PE 9 OREGON ` cr 14,20 *lien 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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building C 357 US 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 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. AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M " truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN: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 FH 3'10"3 12 C T 4 I m ,.:7, B .- ,- _i__ 1 1 A_______----'-- / i.,s D _I_ 3X5(81) 1"-- 5'11"4 i 1'6" 1- 5'11"4 H 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.007 D 999 240 B 323 /- I- /156 /9 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - C 109 I- I- /34 /13 /- EXP:B Kzt:NA HORZ TL:0.006 D - - D 88 /- /- /48 /- /- Des Ld: 42.00 Mean Height:18.89 ft ( ) Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.243 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 D Brg Width=- Min Req=- P 9 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 4' 10)PROFESS 0.5 oG%NEl� �O 4/ 83294PE 7 7c- / OREGON 130, 'lLY 14,26445 ,0 eeell Tao' Renewal 6/30/2020 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chordshall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ni ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orooessronat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com:TPI:www.tpinst.org;SBCA:www.sbcindustry.corn;ICC: www.iccsafe.org Sacramento,CA 95826 SEAN:227016/ T25 / CAJA Ply: 1 Job Number: 0119305 Gust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20891 Truss Label: EJG JAK / GWH 02/01/2019 1'10"3 i I 1'10"3 12 4 C T B 1T so 6" AT - D 3X5(81) i 5'1 1"4 A 1'6" I 5'11"411 H 5' "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): 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 /- /- /- /28 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 43 /- /- /3 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.004 D - - D 85 /- /- /10 /- /- Mean Height:18.39 ft Wind reactions based on MWFRS NCBCLL:10.00Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.234 C Brg Width=1.5 Min Req=- Load Duration:1.15 TPI Std: 2007 Max BC CSI: 0.228 MWFRS Parallel Dist:0 to h/2 D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case 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 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. ¢so PRO .SSH -•G%NeO ZG0R .L1 83294PE '9 r....," OREGON 13V � LY 14,20 Gs o Seen 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.Box468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2119 Ext bracing per SCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessronat engineering responsibility solely for the design shown. The sui£ability 8801 Folsom Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustiy.com;ICC:www.iccsafe.orq Sacramento,CA 95826 r SEQN:3973 T12 GABL Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0839.26512 Truss Label: IGE / GWH 02/01/2019 2'6"6 I 3'914 H 2'6"6 1'3 8 12 4 I/ CD T 1 111111111 M A °' 1 i Ill i II 1 ' EF 3X5(62) I— 3'9"14 H 2'6"6 1'3"8 2,6"6 3'9"14 { 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 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 Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.001 B - - A Brg Width=45.9 Min Req= - NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 Bearing A is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.104 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. Wind4 D PROFS Wind loads based on MWFRS with additional C&C oGiN F � � O member design. O Additional Notes Li 83294PE 9 See DWGS A12015ENC101014,GBLLETIN1014,& �� GABRST101014 for gable wind bracing and other requirements. .e3 OREGON V SLY 14,20; 0 eaell Tar's Renewal 6/30/2020 02/01/2019 '"'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.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 and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 610, as applicable. Appplates 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 BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M n mM truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagePANY listing this drawing,indicates acceptance of pro-fessionaf 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 107 Sacramento,CA 95826 For more 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 SEQN:227035/ T14 MONO Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1 W 1871750009 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 L inc.') P B i A 7-- Ill1111111111111111111111111111111111 ' II 1 N ►� FE III 1.5X4 3X5(81) i 3'11"8 i 1'6" 3'11"811 { 3' "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):NA Loc R+ /R- /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 /- EXP:B Kzt:NA HORZ TL:0.002 F - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:15.00 ft ( ) g Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf E Brg Width=- Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.100 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. 4' OD PROFS O�� oG f d �O 41 ii- ((/ 83294PE 9 ar /3OREGON 4 ILLY 14,2046 %t� G°eel,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.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2118 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 JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the M,,N OWPANY 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-fessionaT engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 i r SEQN:227040/ T11 MONO Ply: 1 Job Number: 0119305 Dust: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 12 1111.5X4 4 BC I M 111111111 A 9) I FACAIIIIIIIIIIMIDI 6"9 I 3X5(82) III 1.E D4 A 3'9"14 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 I- I- /78 /- /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 E - - D 163 /- /- /79 /3 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.005 E - - Wind reactions based on MWFRS Mean Height:15.00 ft A Br Width=- Min Re NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 g=- TCDL:6.0 psf D Br Width=- Min Re =- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.228 g o h Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.109 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:0.171 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. 4'iteD PROp4 0%5 aG%N E- �O t<, 83294PE 9 13 OREGON < 'VLI'14,20� 0 • `&sell Tao. 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 CORNELIOR 87113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-21 18 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 bracingq installed per BCSI sections B3,B7 or B10, ,4011116 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'IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M N� truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proressionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEAN:227037/ T3 / MONO Ply: 1 Job Number: 0119305 Cost:RR7175 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 �� �H co A ■i I 0 ►i FE I 1111.5X4 3X5(B1) A l'11"8 I 1'6" 1'11"8 8 - 1'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc 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 258 /- /- /128 /15 /19 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 F - - E 32 1- /- /29 /5 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ( )TL:-0.001 F - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.204 E Brg Width=- Min Req=- 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: 0.030 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.017 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. � D PROF�ss G%N E . �O iii 83294PE 9 cr 0 OREGON /5` `ZLY t4,20� Q r eseII Ta '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.Box468 Trusses require extreme care in fabricating,handling,shipping,installin and bracin Refer to and follow the latest edition of BCSI(BuildingCORNELIUS 8O 97113 d f 9 g (503)357-2118 Ext ComponentSafety Information,by TPI an SBCA)fr 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 bracin installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,apy failure to build the IN 11W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of 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 ANSI/TPI 1 Sec.2. 1a Folsomento,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 (, a SEQN:227003/ T21 / CAJA Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1 WI871750009 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 0000;000110101 FA1 1 `° A i 1:1 D 3X5(61) 1'6" 1'11"4 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 258 /- /- /118 /24 /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 13 1- /- /11 /7 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.001 D - - D 25 /- /- /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 B BrgWidth=5.5 Min Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.204 Req= 1.5 BCDL:4.2 psf C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.030 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. P 4.1- ROFS O , N Ftc .00 IQ 83294PE 9 L OREGON /3` SLY 14,26 e seen Ta%'� 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.Box488 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)toe safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per.BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-talled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE w '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 /`"1 ,µRN,ODM,A, truss in conformance with ANSI/IP] 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 awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.oig Sacramento,CA 95826 I 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 al 4 L 1 co B (V 16" A D 3X5(81) 16" 1'11"4 _ 1'10"15 11 1"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): 0.000 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 Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.036 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 C Brg Width=1.5 Min Req=- P 9 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ' ' VO PROFS O�� 4.aGINF4 %O w 83294PE R i OREGON �` 'Lty 14,28d� G) eeell Tatv% 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 and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chordshall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the PNwCOMPANY pagg truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracin ng of trussesA seal on this drawing or cover e listing this drawing,indicates acceptance of oroessronaengineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 I. ,. SEAN:227012/ T20 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Oty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20500 Truss Label: SJ3 JAK / GWH 02/01/2019 12 4 L B 2X;A 1) :' M r— MIIIIFA 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 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 66 /- /- /29 /- /9 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.000 C - - B 40 /- /- /11 /6 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.000 C - - C 20 /- /- /13 /- /- Mean Height:18.88 ft Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf A BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.023 Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.008 B Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 C Brg Width=1.5 Min Req=- Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 0so N5 .AGI N EF �O l(/ 83294PE 9 OREGON 13 `vty 14,204° m ` Seel/Tall' 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.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 and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /411111/4, as applicable. Appy plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Defer to A ILP 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 MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proessionaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustSacramento,CA 95826 ry.com;ICC:www.iccsafe.orq w 4 SEQN:2270141 T8 CAJA Ply: 1 Job Number: 0119305 Gust: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 T 1 .„,_ __,2X4(A1) 7"I11 1yy 11111M1 C F 1'5"12 1'10"15 1'S"12 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): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 C 999 240 A 112 /- /- /42 /- /22 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - C 52 /- /- /23 /5 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.002 C - - B 98 1- /- /26 /13 /- 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 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.158 Req= TPI Std:2007 Max BC CSI: 0.055 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 B Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ' ' ‘XEO PROFS &� ar,INF� �O iii 83294PE 41 9 OREGON V '' 14,2904 m °sell Tao*'4, 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,byt TPI and SBCA)fo)safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M,,,wops,o,,,,y 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 orolessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" 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 SEQN:112753/ T7 HIP_ Ply: 1 Job Number: 0119305 Cust:R7175 JRef: 1WI871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1130.51041 Truss Label: FT1 BFR / RTT 01/31/2019 III 2X4 T 12 a 12.65 11 m m W1 2X4AD8R) ,� G 1112X4 9,3„4 -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI 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 K - - BearingA is rigid surface. Des Ld: 42.00 Mean Height:NA ft ( ) a 9 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:16.01.00C.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. -SC(' PROFS s5 Y-C, 83294PE 9 4C- OREGON iCe 'Ztra4,sod' 0 seII 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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted omherwise,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 bracingins-Wed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face oftrussand position as shown above and on the JoinlrDetails, 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 esnw COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essronaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Gable Stud Reinforcement Detail a ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or. 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 2x4Brace (1) 1x4 'L' Brace Il (1) 2x4 'L' Brace IN (2) 2x4 'L' Brace ilii (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■w 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 A: S Spruce-Pine-Fir Hem-Fir SPE #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 *2 Stud r #3 4' 7' 7' 9' B' 3' 9' 7' 9' I1' 11' S' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard • O u Stud 4' 7' Standard 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' �I 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' D. •las Fir-Larch Southern Plnewew 0J #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' (U DEL Stud 4' 8' 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 B• U #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 71-> _ S P r #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 I Btr *1 S_ U H F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 0) O I l Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Flr-Larch Southern Pinew== #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). ,--iDEL Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' wwlwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B 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. SPF #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Go.ble Truss Detail Notes: u Y H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. O I l Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load). CS kSP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' 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' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails. ' f About/ ,i able Truss Ill For <U 'L' brace. space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace tion' �,�`� **For <2) 'L' braces space nails at 3' o.c. g op : ; In 18' end zones and 6' o.c. between zones. vertical length may be rl doubled when diagonal 'L' bracing must be a minimum of 80% of web brace is used. Connect rit: member length, diagonal brace for 335* ' 'L'at each end. Max web BraceGable Vertical Plate Sizes total length Is 14'. Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal illikl Greater than 4' 0', but 2X4 Vertical len th shown brace; single less than 11' 6' g or double cut Greater than 11' 6' 3X4 In table above. '�/ 45' + Refer to common truss des n for <asshown) at �u erend. • • ° • 1111 � peak, splice, and heel plates. PP u�■IIIIIIIIII�■iiiiiiii�■ ■ggYlt■ilillldlllll�■1111111��� ■ ■ �4 Pl I ontlnuous Hearing Refer to the Building Designer for conditions Connect diagona at not addressed by this dicta*, mid•oint of vertical web. ' Refer to chart above for max gable vertical length. w. REAB AND��+Au ISS dr THIS BRAS REF ASCE7-10—GAB12015 'c((''EkPROpFSS Trusses rTeetreme�care SHh fabr ting,mDRAWING Taandrduing,shipping,CONTRACTORS grand THE to and DATE 10/01/14 G 1 N E. IO follow the latest edition of BCSI(BAding Component Safety Information,by TPI and SBCA)for safety �� A practices prior to performing these functions. Installers shall provide temporary bracing per BCSL w 4 Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chard DRWG A12015ENC101014 kw : :- 9 y shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �l — shall have bracing installed per SCSI sections B3,B7 or B10,as applicable. Apply plates to each face /�.w• 1�•l N of truss and position as shown above and on the Joint Detols,u less noted otherwise. ,_ •1�`I I I Refer to drawings 160A-Z for standard plate positions Alpine,a division of ITV Buldin Components Graup Inc shall not be responsible for any deviation from MAX, TOT. LD. 60 PSF A1'1 RW•• - this dation i any failure to build the truss inconfay.or.ce with ANSI/TPI L or for handling,shipping, installation L bracbg of trusses. A seal an this drawing or cover pa Usting this drat.. Indicates acceptance of professional .!1 OREGON frr.spaduty eo6rtyro d�esgn sin Building The s.er per and uw oS ail. dra.rg /r 389 L. Me the B.fdYlp Drslpar per AIISI/TPI I SecE "L For mon information sew this Job's general notes page and theme web sites. MAX, SPACING 24,0' (it. ` "'xi ALPINE.swwa itw.coml TPD www. y.o gI ICC'www.iccsafe /pine is Q1 w sClndustr .orp el/Ta' „,,,,,,, _.,Renewal,Renewal 8/30/2020 Gable Stud Reinforcement Detail ASCE 7-101 120 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 Orh 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace IN (2) 2x4 'L' Brace ** (1) 2x6 'L' Brace * (2) 2x6 'L' Brace *■ 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 Hem-Fir SPF *1 / *2 Standard *2 Stud CD #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 O LJ Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HF Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' D• .las Fir-Larch Southern Pine*** #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' ® k3 J SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' g Stud Standard Standard d D F #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' 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: USP r #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 SPF #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14° 0' kl & Btr L U H F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' *1 1 Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 > SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 VD #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). QJ 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' ■■*For 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPP #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: L3 U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. I l Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide nt: upliftuconnections p foT 70 aover >( S P #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf TC Dead Load). CS #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. .--d DFL 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' I' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm 1r^ I' About j� Attach 'L' braces with 10d (0.128'x3.0' min) nails. i able Truss it ii I * *E For (1) 'L' brace. space nails at 2' ac. I In 18' end zones and 4' o.c. between zorhes. g op space nails at 3' oc. Dln onal brace tbnh31E11(For <2) 'L' bracesvertical length may be In 18' end zones and 6' o.c. between zones. doubled when diagonal 'L' bracing must be a minimum of 80% of web brace Is used. Connectmember length. diagonal brace for 385* 'at each end. Max webBrGable Vertical Plate Sizes total length Is 14'. Vertical Length No Splice 2x4 DF-L *2 or Less than 4' 0' 1X4 or 2X3 10000better diagonal . Greater than 4' 0', but Vertical length shown brace; single less than 11' 6' 2X4 In table above. or double cut ,. Greater than 11' 6' 3X4 I j� 45' (as shown) at ��� + Refer to common truss design for upper end. iiIii M ■ F1\ ��■ ■�■l�■tlENgEme■�nn ■ ■ il ontinuous Bearing peak, splice, and heel plates. Ili Refer to the Building Designer for conditions Connect dlapona at not addressed by this detail. mi,••int of vertical web. Refer to chart above for max gable vertical length. �`o PRO n =WARNING=READ AND FV.LOW ALL NOTES of THIS DRAWna9 G F "'IMPORTANT..FUIGSH THIS DRAWING TO ALL CONTRACTORS IW UDDNO THE INSTALLERS. REF ASCE7-10-GAB12030 '� S/ follow the require edition`ofcore SCSI FGuiding fabricating, rponent SafetySaormation,by WI installing and bracing. SECA)Refer for saf:y DATE 10/01/14 1 N E . O1' practices prior to performing these functions. Installers shall provide temporary brodng per DCSL 0.0 JQ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord $3294PLe^ . shall have a properly attached rigid telling Locations shown Far permanent lateral restraint of webs DRWG A12030ENC101014 12,......_ ... __, �e �� — ll havebrndrhgInlledper I sectionsB3,37 or 310,as icable. yr / ' ■�•1,,`` of trussand position asshown above and on the.Joint Detass,u`vess noted odxprwbe. to`nth innJ I Refer to drawings I60A-Z for standard plate positions. nW.. Alpine,a dMslon of ITV Dusding Components frac Inc.shall not be responsible for any devh n from insiau ring,any fosu•e to bilin the truss in conformance with ANSI/TPI L or for handling,s MAX. TOT. LD. 60 PSF bracbg of trusses. A seal on this dra w;or cover listing this drawing,Indicates tante of OREGON y:aly iar ■nt■pp'�■■ f�Mre tFhe show:. TM shin sry and uue of this drawing r• x4.-i,,,„,. ..,. °� 1■ r■■Parubslh':In.ROAM D■sigmer p■r ANS1/TPI I Sec.& Si For more information see this Job's general notes page and these web sites: ALPINE'www.alpr.ltw.com;TPI'www.tpinstorg;SPCA'www.sbcidustry.org,ICG wwwJccsafe.org MAX. SPACING 24.0' Renewal B/30/2020 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C ' Common Residential Gable End Wind Bracing Requirements - Stif'f'eners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 3Oft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 3Oft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG Al2O3OENC1O1O14), Top; Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max; provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG Al2O3OENC1O1O14), on this detail. ) Optional 2x L-reinforcement attached Nails; 10d box or gun (0,128"x3',min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I I z z NNr•, 2X4 Blocking nailed to 45° sheathing and �1� each truss �ka hTH _ P®_®_®_®_®_� 2X4 DF-L #2 H/2 or better II diagonal brace, Attach each end for 560#. '',,11 iiiiiiIb I�■�■�■�■■U.•■ i■ mi•U ■ ontinuous Bearing 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123' X 3', min.) nails, PRO esVARNIXiss READ AND FOLLOW ALL NOTES III THIS I.TAVISD REF GE WHALER //A'�O FF s11PORTANTS FURNISH THIS BRAVING TO All.CIPITRACTOtS INCLUDING TIE INSTALLERS. ,c` CAS* T require extreme care I,fabricating,handling,shipping,Installing and bracing Refer to and Q / follow the latest edition of BCSI(Building Component Safety Information,by WI and SBCA)for safety DATE 10/01/14 G N�� O practices prior to performing these functions. Installers shall provide temporary bracing per BCSL CI /A..., A 2 Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101O14 ((s -. -E 9 s shall have a properly attached rip d ceiling. Locations shorn for pernanent lateral restraint of webs �1 ff shall have bracing installed per SCSI sections B3,87 or 810,as applicable. Apply plates to each face �j • ' 111ll`- 1 of truss and position as shorn above and on the Joint Details,unless noted otheMse. /�.+�a= `VV Refer to drawings I60A-Z for standard plate positions. Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation iron MAX, TOT. LD. 60 PSF AN ITW'• this drawing,any failure to build the truss in confernonce with ANSI/TPI 1,or for handling,shipping, installation&bracing of trusses. A seal on this drawing or cover listing lids draskn.Indicates acceptance of professional OREGON far�tue the wyrespo:�Bity of zta.n Building De werrobety and use of this drowimg A 3E 9 L= Deinmsb per ANSI/TPI I SC.wn 4 .. ,`!o; For more hfarnaton see this Job's general notes page and these web sites. MAX. SPACING e ALPINE.weealpilnelte.conl WI.wss.Lphst.orgi SBCN eer.sbcindustry.orpl ICCs ewsJccsnfearp sell Tai• Renewal 6/30/2020 Gable Detail ((I''I For Let-in Verticals Gable Truss Plate Sizes About` O Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. iA1e *. + Refer to En neered truss des n for� gl ig peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. .ioiL.nothIpP , lOExame2X4 id t •. P 2X4 2X8 I 1111 : 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member 111 1411© O Toe-mat - Or - End-naR ilk. AR ni111111111111. 1 ><I O CO To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on Provide connections for uplift specified on the engineered truss design. appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, RI.Id ShentWn• Toenated Nnilsn specie, and grade of the 'L' reinforcing member. IOd Common (0.148'x3',min) Toenails at 4' o.c. plus h 4 Nat , , (4) toenails in the top and bottom chords. Web Length Increase w/ T Brace This detail to be used with thea ro rlate Al ine 'T' Relnf. 'T' •T• pp p p gable detail for ASCE Mbr. Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 6' 7' AI8030ENC100118, A2003OENC100118, A2003OEND100118, A2003OPED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = I1' 2' S18015ENC100118, S20015ENC1001I8, S20015END100118, S20015PED100118, 51153OENCIOO118, 512030ENC100118, 514030ENC100118, 516030ENC100118, �� 4 Nall it S18030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 : Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. `O PRO aVARNIN3Wm REAS AND fTt10V ALL NOTES ON THIS OwlvatlA UDING THE INSTALLERS. REF LET-IN VERT ���`G, F iS follow the require sextre owe f arsSCSI fabricating, icaibng,hand haSnding, Information,intaaTHIS DRAWING TO ALL CONTRACTORS�lby WI and rocand s`i'ncA Refer to safety DATE 01/02/2018 a - practices prior to performing these functions. Installers shall provide temporary bracing per DCSL Qv Unless noted otherwise,top chord shall have properly attached structural sheathning and bottom chord DRWG GBLLETIN0118 t!,(/ :t - �' 7 7• shall have a properly attached Ndd ceiling. Locations shown For permanent lateral restraint of webs �. L N.,,,..'1,`----- il- shall have bracing installed per SCSI sections S3,S7 or 310,as applicable. Apply plates to each face �_/ h'-�I i .1 of truss and posl2bn ns shown above a d on the.bht Drtats,unless noted otherwise. SI Refer to drawings I60A-2 far standard plate positions. Alpine,a division of ITV Suhding Components Group Inc.shall not be responsible for any deviation from MAX. TOT. LD. 60 PSF _ AN flW this dation any fature to build the truss ti conformance with ANSI/TPI 1 or for inn ding,shaping, installation&bracng of trusses. A seal an this dsponraw ng or cover page listing this drawingThe,Indicates acceptance of professional DUR. FAC. ANY r• 0. arto for�turet Mtthesalwyforresponsbttly.of the own. Seslpnw suitability and u I 1 Sethi drawing Suite 200 h� G eil�iMa.-. Qo. 3 For more information see this Job's general notes page and these web sites, ALPAID wwwalpineltw.comi TPS www.tpinst.orgi MAI www.sbcMu stry.org,ICG www.lccsnfearg MAX. SPACING 24,0' ' niavt m In 1 i')n 1 Renewal 6/30/2020 *E Hip Frame Details Hip Frame B W4X4, Min. —_ ■ ■11.111)1 24 -� • • Common • V • Trusses W1,5X3TYp ,K rYp' •iiiiii": .T �` / �/lam • Stepped Hip �!/IIISiU1Iis• System Trusses 2x4 Purlins ��//�/�/�/�/�/������ l___2x4 Chords �I— � �- #1 Hip Setback I ■I''I'41 No�i�SII____ i , __linam 1k Pitched and Sheathed 1�������•••••••••- Chord Area , _ Hip Framew • eAL / B -_ Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3') W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148'x3") %nails @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of _ Hip Frame jacks to maintain pitch continuity, Section B B x Hip frame lumber is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better. See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit. Stepped Hip purlins must be intact and properly attached. I-1-- Setback -I- System Trusses Use this detail for: Hip Frame - provided by truss manufacturer. ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., Enclosed, Exp C, or Hip frame designed to provide bracing for flat ASCE 7-10 & ASCE 7-16, 120 mph, 30' M,H,, Enclosed, Exp D, or top chords of hip frame system where Indicated. ASCE 7-05, 110 mph, 30' M.H., Enclosed, Cat II, Exp C, Residential, Wind TC DL=4.2 psf, Kzt=1.00 Structural panels must be properly attached directly To hip frame purlins. =WARNING/es READ AHD F .LDV ALL ROTES ON THIS BRAVING REF HIP FRAME 7,,...+..—J.,ap PROFF wpIPONTAHTss FURNISH THIS DRAWING Tn AU.CONTRACTORS INCLUDING TIE nismi S. Vj Trusses require extreme care In fabricating,handWg,shippig,Installing and bracig. Refer to andfollow the latest edition of BCSI<Bulding Component Safety Information,by Tri and SBCA)for safetyDATE 01/02/2018 x(31NFtc Opractices prior to perfornYp these functions. Installers shall provide temporary bracing per BCSI.41 2 Unless noted otherwise,top chord shall have properly attached structural sheathing and botton chord DRWG HIPFRAME0118 1.0 83294PE179 r shallhaveaproperlyattachedr dcelin. Locationsshownforpervanentlateralrcstrehtofwebs I11N shall have raci ginstalled SCSI secnsB3,B7 a810,asapplicable. Apply platestoeachfaceI/„ .illilr'IJU"„� of truss and position as shown above and on the Joint Details,unless noted Otherwise. "-... `v Refer to drawings 160A-2 for standard plate positions for tion fron AN Rw e• ths�drawYp�anynof ITV failure to build the truss In Coroonents coonfformance shalloup Inc. with AN I/Trml I.no for handing,sshhipping, Installation I bracing of trusses. CnIApF�r�((����i A seal on this drawing or cover page l stYq this dr usYg,indicates acceptance of professional "Sone 200 ,.ort Dr- for structure y solely far lir—rzi — -. TM s dtabmty and use of itis drewlnp the resporr6lRh'of the Building Designer per ANSI/TPI 1 Sect. •G �Su Sudo 200 043 for any ore information see this Job's general notes page and these web sites. ,' &FM wwwalpineltw.corl TPI m.tpistorgl SBCA.m.sbcIndustry.orgr ICG wiccsafe.org 8e11 i ail e Renewal 8/30/2020 CLR Reinforcing Vemoer Suostitution T-Reinforcement This detail is -to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,• 11* Apply to either side of web narrow face. Attach with 10d (0.128'x3,0',min) nails at 6' o.c. Reinforcing member is Notes: a minimum 80% of web 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. , Alternative reinforcement specified in chart below may be conservative. mm For minimum alternative reinforcement, re-run design with appropriate \/ reinforcement type. /X` T-Reinf, L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of' web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nails -_- 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()10 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. (31) Center scab on wide face of web. Apply (1) scab to each I face of web. 1t Mill ®llARNINCia ND READ AFu1Iv ALL IVIES Ill THIS DRAVJA3 TC LL PSF REF CLR Subst. �'�0 PROp,.. se lPl♦NTANTa FURNISH THIS GRAVING TO ALL CONTRACTDRS R10.UDING THE INSTALLERS. %�'�� ss/ follow tthhse latest edtlan ofextreme cSCSI are hGuedng Component Safety Informe qn by 19 and and SICARefor fer safet°tyy TC DL PSF DATE 10/01/14 G, F O practices prior to performing these functions. Installers shall provide temporary tracing per DCSL C. !Ga_ i/ 2 unless noted otherwise,top chord shall have properly attached structural sheatfeng and bottom chord BC DL PSF DRWG BRCLBSUB1014 �.(/ - • - • shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs Qe. l r''' shall have bracing ion all.d per I sections D3,s7 or GID,as unlesable. Apply plates to wads face /�• ' of truss and position -Z sham above and on the Joint DrtMs,unless noted otherwise. BC LL PSF —5----;-1'`I • Refer to drawings I6GA-Z for standard plate positions AN IPM/•• this drawing,anAlpine,a yfailureto buof ITV ild Components A.conformance with ANSI/TPII I.responsible for handling,deviationsHppifrom T❑T. LD. PSF installation I bracing of trusses OREGON A seal on this clewing or cover page listing this drawing.indicates acceptance of professional �t y satyr farThe drs1�shoes. The suttob�lty and use of thio drawing DUR. FAC. /r "L 88 L: far any b the reWafnWlty of if+e Dl ng Deslpwr per ANSIRPI I sect. __n4k'..%`;'-c<. For more Information see this Job's general notes page and these web sites.GQ AIPlI •wealpheltw.cani TPI,westphstorgi SCCA.www.sbcbndusery.argl ICO wwwiccsafeorg SPACING Sell 1 alp n'1 m 1/1n 1 Renewal 6/3012020 I NAIL REINFORCEMENT FOR PLATE DETAIL : I 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 t 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) 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 a 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 Nail Type 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 Nails shall be fully embedded into wood areas free of defects. SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth (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 S 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 Nail replaces 3 teeth (SG >= 0.42) Alpine 20-gage H 1 Nail replaces 3 teeth Alpine 18-gage S 1 Nail replaces 3 teeth ‘.W`e X61^k." Lire 0 1 Joint Line 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. vVARNQIGOa READ AND FOLLIN ALL NO1ES OR THIS BRAVDRi ``��� OFA. PORTANT..FURNISH THIS DRAVDIG TO ALL CONTRACTORS PILLUDING TIE INSTALLERS. REF NAIL REINFORCEMENT �v ss/ follow the lateste editionofin(Building fabricating,handling,shipping,instalUng and bracing. Refer to and �G1, Oding Component Safety Information,by WI and SEA)for safety DATE 10/01/14 'f practices prior to perforvrg these fle,ctlons. Installers shall provide temporary bra=per BCSL v UMess noted othend,..top chord shall have properly attached atructiral sheawanp and bottom chord 1G/ ft r shall have a properly attached rigid ceilkp Locations shorn for pernonmt lateral restraint of echo DRWG REPPLTNL1014 Cr �e 11^ shall hove bravi g installed per SCSI sections B3,Ri or BIO,as applicable. Apply plates to each face ,..�/'�/- �up�Ip of tans and position as shorn above and on the.lo nt Details,unless noted ethersla.. �,It� L[ Refer to drawings!AOA-Z for standard plate positions. RW m e Alpine,a division of ITV Buildingq Components Group Inc.shall not be responsible for anydeviation from AN „s drams any failure to build the truss A,conformance with ANSI/TPI 1,or for handing,shipping, bracing of trusses. OREGON A sealonHis drawing or cover page llstlng this drawing,Indicates acceptance of professional .(� for say sbrcty a salNyro ty fes�pn Bulking gsslgner per A16�I I Secy�w~B /'m 369 L: or vie .•�V��; For more information see this Job's general notes page and these web sites, G(t t ALPIIE wes.alpineits.coml TPI.www.tpinst.orgi SKR wes.sbci ndustry.orgl ICC.wwwJccsafe.org sell Ta`‘ Renewal 6(3012020