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Plans (101) 7wiimilisimmin .. w . LC I- 176" 11. 11'8"8 tr 5'3"8 -1 -5'4"H . , . --r i I I 1 I 1 T 1 T LA _ BGE , — (7 . — AV e in 11 \ 1HAND FRAME OVERLAY ON SI Eir/ / Cr) 1 . in(DI r) c (8 cf, b . HVAC HERE (0 I 1 0 w >CE 0 U R. w Oaf) 0 , R 2 1'1 0 CO N1 cE CO LLI or ,--1----"' I—(NI m M w THIS IS IN-LINE ON THE WALL LU CU Lil Cr T3 CC I L. 01 L L W>- / I I I I I I Ok CC > Ill_I I 7— Cr i , _ _Cr EO C L f I 0 L 1 _ .. .. .. L •Cf) 3) I crIr • - 1I K I 1 J _I 0 E (OW _ F I-G w . • 0 CU CC-0 I 1° I I I I _ I_ I-/ 4cr .,„. 1 w o C 0 _ 01 3E J -1- a) o —5' H I _ JOB NO: 1115027 I-11: ----+-4. 411, 183"8 I 6. -1 1 II PAGE NO: 1 OF 1 w L_ 4'�oO PROFFss a C9 �GiNF ,O 19575 2 pr Alpine,an ITW Company di' � Or i8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone:(800)877-3678(916)387-0116 .. Fax:(916)387-1110 1Q0 L D 1N N ' sacseals@itwbcg.com Site Information: Page 1: Customer: Truss Components of Oregon,Inc. Job Number: 1115027 Job Description: Riverside 2885 A Roof Master Address: master,master,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1WfH71750016 Wind Standard: ASCE 7-10 Roof Load(pdf): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(psi): None This package contains general notes pages,23 truss drawing(s)and 4 detail(s). Item Seal# Truss Item Seal# Truss 1 298.18.1050.02430 BGE 2 298.18.1050.05933 B 3 298.18.1054.06273 BG 4 298.18.1050.39390 AGE 5 298.18.1050.41430 A 6 298.18.1050.44753 Al 7 298.18.1050.46793 A2 8 298.18.1051.01267 A2GE 9 298.18.1315.27897 DGE 10 298.18.1315.55903 DG 11 298.18.1318.25337 GGE 12 298.18.1051.58070 G 13 298.18.1052.00917 G1 14 298.18.1052.03793 G2 15 298.18.1052.06697 G3 16 298.18.1052.22670 CGE 17 298.18.1052.35353 FGE 18 298.18.1052.54140 HGE 19 298.18.1053.03863 HG 20 298.18.1053.22707 IGE 21 298.18.1053.25807 I 22 298.18.1053.27803 J 23 298.18.1053.30273 K Printed 10/25/2018 1:40:31 PM r. r 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 stabiiity breektg whieI i ere parts of the vveraH buttdtng design to be specified, designed and detatfed by the Butlding Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL= Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)=maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)=maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL= additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. U#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI=Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL =additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw=maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic)load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U =maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)=maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)=maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest&Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandoa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 ?EQN:30399 T2 GABL Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1050.02430 Truss Label: BGE BFR / GWH 10/25/2018 174" I 348" 17'4" 17'4" 4,—'{(T ') —5X5 12 4 p V' m d Bt ll aa5A ' ii a Y 3X5(A1) AH =3X5(A1) 5X5 348" '"1 F- 6" I 34'8" I 18" 348" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl IJ# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 Z 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.008 Z 999 240 B" 149 /- /- /47 /8 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 AT - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.003 G - - B Brg Width=416 Min Req=- NCBCLL:10.00 Mean Height:20.97 ft 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: 0.388 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.079 Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Varies by Ld Case Max Web CSI:0.163 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face,and 24"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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind EO PROF Wind loads based on MWFRS with additional C&C • ;� FS member design. .,0 �G(N EF S/O Additional Notes 4� 19 X75 'Q 2 Provide Murat wind bracingperAlpine wind br2Clrtg details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 ���� studs of the same grade. See DWGS A12030ENC101014,GBLLETIN1014,& OREGON GABRST101014 for gable wind bracing m requirements. 9 an.20.'199 P RDL.D W•NA ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise/op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanentateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the IN rmv NMPANr truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessronal engineering responsibility solely for the desi n shown. The suitability8 th and use of this dawing for any structure is e responsibility of the Building Designer per ANSUTPI 1 Sgec.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.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 4 —4 SEQN:30400 T1 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 2 Riverside 2885 A Roof Master DrwNo: 298.18.1050.05933 Truss Label: B BFR / GWH 10/25/2018 6'3"13I 11'9"15 17'4" I 22'10"1 , 28'4"3 I 348" 6'3"13 5'6"1 5'6"1 5'6"1 5'6"1 6'3"13 5X5 E I4 12 12 / DS .. \3r — 1.5X4 1.5X4 m C - .. .\ G f` co H 3.15 A/ — = u � _ I 3X10(B1) 3X5 =3X7 =4X5 =3X5 =3X10(61\ A 34'8" 1 H 1 6"I s 0"14 8 3"2 { s 3"2 I 9'0"14 11'6" 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 Pt 21.2 Ce:1.1 VERT(LL): 0.353 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.716 L 576 240 B 1588 /- /- /660 /64 /71 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.112 J - - H 1588 1- /- /660 /64 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.227 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.97 ft Code/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req=2.6 TCDL:6.0 psf H BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.647 Req=2.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.868 Bearings B&H are a rigid surface. Spacing:24.0" RepFac:Yes Max Web CSI:0.828 Members not listed have forces less than 375# P 9 C&C Dist a:3.47 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:16.01.000.0327.16 B-C 792-3711 E-F 603 -2371 Lumber C-D 739-3339 F-G 739 -3339 Top chord 2x4 HF#2 D-E 603-2371 G-H 792 -3711 Bat chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-M 3461 -678 K-J 2853 -553 Bottom chord checked for 10.00 psf non-concurrent M-L 2853 -546 J-H 3461 -685 bottom chord live load applied per IRC-12 section 301.5. L-K 2853 -553 Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C-M 137 -439 L-F 225 -864 M-D 463 -58 F-J 463 -58 D-L 225 -864 J-G 138 -439 E-L 1071 -212 ,'E - PR op_ s ,IGIN -. t.S>O Gt, 1'3575. 'Q 2 i / „..,‘,.„,,,,,,A., (//s , OREGON J "9�O`.D 19'''NSP w. "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per 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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,67 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer 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 ,NMN COMPANY truss m 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-fessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovena Circle Sacramento,CA 95828 For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq ti SEQN:30401 T26 COMN Ply: 4 Job Number: 1115027 Cust:R7175 JRef: 1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1054.06273 Truss Label: BG BFR / GWH 10/25/2018 I 5 5 5 4 Complete Trusses Required I 5'3"13 I_ 9'3"14 I 13'3"15 I 17'4" I 21'4"1 I 25'4"2 _I 294"3 I 348" I 5'3"13 4'0"1 4'0"1 4'0"1 4'0"1 4'0"1 4'0"1 5'3"13 Ill 5X7 E 4X5113] trI4X5(18] 12 D FF 4 112 ,4X [8] C GG�' 4X5123] IA 3X5 0 B�= rel/AIPlip : _ M� IIII• S R Q P 0 B2 N M L K J -4X16(67R) 4X16(B7R) 1113X5[5] =4X5[7] H0514X5[12] =4X5[190514 -4X5 1113X5[26] 6X8[17] r 34'8" 1 53 I_ "13 40"1 I 40"1 I 40"1 40"1 I 40"1 I 40"1 I 5'3"13 5'3"13 9'3"14 13'3"15 17'4" 21'4"1 25'4"2 29'4"3 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.507 0 813 360 Loc R+ /R- /Rh /Rw /U /RL - BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.015 O 406 240 S 13986/- /- 1- /688 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.129 J - - I 13022/- /- 1- /633 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.259 J - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height 21.22 ft Code I Misc Criteria Creep Factor.1.5 S Brg Width=5.5 Min Req=3.7 TCDL:6.0 psf I Brg Width=5.5 Min Req=3.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.776 Bearings S&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.849 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI:0.825 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 A-B 449-9101 E-F 270 -5479 Lumber Wind B-C 396-8030 F-G 331 -6741 C-D 333-6753 G-H 391 -7994 Top chord 2x4 DF-L 2400f-2.0E Wind loads and reactions based on MWFRS. D-E 270-5479 H-I 438 -9019 Bot chord 2x6 DF-L 2400f-2.0E:B2 2x6 HF SS: Webs 2x4 HF Std/Stud:W7 2x4 HF#2: NOTE:THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED IF IMPROPERLY INSTALLED Maximum Bot Chord Forces Per Ply(lbs) Nailnote OR DAMAGED. Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.120"x3",min.nails A-R 8630 -425 N-M 6293 -309 Top Chord:1 Row @12.00"o.c. R-Q 8589 -423 M-L 7482 -365 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) Q-P 7514 -370 L-K 7482 -365 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal P-O 7514 -370 K-J 8512 -413 spacing between rows and stagger nails in each row O-N 6304 -310 J-I 8551 414 to avoid splitting. In addition,apply(1)0.22"-0.25"min/max dia.X 6.0" Maximum Web Forces Per Ply(lbs) length wood screw at each joint location. Webs Tens.Comp. Webs Tens. Comp. Special Loads R-B 717 -26 N-F 81 -1658 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) B-Q 54-1078 F-M 1603 -69 TC:From 71 plf at 0.00 to 71 plf at 34.67 Q-C 1236 -53 M-G 68 -1423 BC:From 7 plf at 0.00 to 7 plf at 34.67 C-O 72-1449 G-K 1211 -49 BC:1438 lb Conc.Load at 0.73,2.73,4.73,6.73 ���0 PRO,- O-D 1619 -72 K-H 48 -1030 24.7310.73,12.73,14.73,16.73,18.73,20.73,22.73 \�� G(N S/O D-N 84-1675 H-J 685 -22 BC:1402 lb Conc.Load at 26.73,28.73,30.73,32.73 L� 04 ,9575 �'Q E-N 3344 -156 'Plate Shift Table / - JT Plate Chord JT Plate Chord 4401 -'1i No Size Shift Bite No Size Shift Bite [5] W3X5 S 2.75 [7] W4X5 S 1.75 OREGON [8] W4X5 S 1.25 [12] W4X5 3.00 R 1.75 0 v [13] W4X5 3.25 L 1.25 [17] W6X8 S 2.00 "9 an.Zp 199t! P [18] W4X5 3.25 R 1.25 [19] W4X5 3.00 L 1.75 �� Ni [23] W4X5 S 1.25 [26] W3X5 S 2.75 OLD W ""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 pnor 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 propeilly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicale. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,,Mn,,,,,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 proTessronaT engineering responsibility solely for the desiggn shown. The suitability and use of this awing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sbc.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.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 C C SEQN:30402 T20 GABL Ply: 1 Job Number: 1115027 Gust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1050.39390 Truss Label: AGE BFR / GWH 10/25/2018 16'4"2 331"2 16'4"2 16V" H-3'0"2--I-44" ( ) =s L5 12 - it' 12 0 Fa - _ o 1 to A - A J /y `� /y ) S } y W 3X5(61) AJ — 5X5 =3X5(A1) 1 33'1"2 1 33'1"2 1 g" 33'1"2 "� 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 PE 21.2 Ce:1.1 VERT(LL): 0.002 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 Y 999 240 A" 154 1- /- /39 /5 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 AS - - AJ"151 /- /- /39 /3 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.003 AS - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.87 ft Code/Misc Criteria Creep Factor:1.5 A Brg Width=181 Min Req=- TCDL:6.0 psf AJ BrgWidth=216 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.386 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.083 Bearings A&AJ are a rigid surface. Spacing:24.0" C&C Dist a:3.31 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.150 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face,and 24"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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind CEO PROF_F Wind loads based on MWFRS with additional C&C '(' S',p member design. � G 1 N- <p Additional Notes ' 1957 i vo;b 14 ProviCeleteretnMd bracing per Alpine wind bracing !..- z...../..",-" C/ /-�i details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. OREGON See DWGS A12030ENC101014,GBLLETIN1014,& +n �/ GABRST101014 for gable wind bracing 7 an,20.199 Q requirements. �p`D W• N� **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 SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA) q�safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oYherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „r,,IN,COMPANY truss in conformance with ANSIfTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see the job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcIndustry.com;ICC:www.lccsafe.orq Sacramento,CA 95828 • • SEQN:30403 T19 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 2 Riverside 2885 A Roof Master DrwNo: 298.18.1050.41430 Truss Label: A BFR / GWH 10/25/2018 5'8"10 + 11'0"6 I 16'4"2 I 21'7"14 I 26'11"10 33'1"2 5'8"10 5'3"12 5'3"12 5'3"12 5'3"12 f 6'1"8 H =5X5 D • T 4 12 CS =--------3t5 m o tt1•B ,a 1.5X4 in F io ,.. TT1L K J vH 5X5(61) =3X5 =4X5 =3X5 =3X10(81) L =3X7 • 33'1"2 1 8'4"8 I 711"10 I 7'11"10 I 8'9"6 1'6" 8'4"8 16'4"2 24'3"12 33'1"2 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): 0.322 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.657 J 599 240 A 1404 /- /- /590 /56 /61 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.101 I - - G 1525 /- /- /632 /69 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.207 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.87 ft Code/Misc Criteria Creep Factor:1.5 A Brg Width=- Min Req=- TCDL:6.0 psf G BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.747 Req=2.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.991 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.31 ft Rep Fac:Yes Max Web CSI:0.750 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 785-3381 D-E 572 -2248 Lumber B-C 722-3069 E-F 715 -3175 C-D 585-2249 F-G 764 -3532 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. Loading A-L 3134 -663 J-I 2713 -535 Bottom chord checked for 10.00 psf non-concurrent L-K 2672 -509 I-G 3293 -662 bottom chord live load applied per IRC-12 section K J 2672 -509 301.5. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C-J 206 -793 E-I 444 -53 D-J 1013 -207 I-F 130 -421 J-E 216 -839 � E O PROFss, O�� �G(NFF �O 19575, I. 4101- OREGON e�J 9 an.20..199¢ **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 progeny 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 ottuss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN mvmMswr truss in conformance with ANSIfTPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover pa e listing this drawing indicates acceptance of proiessiona engineering responsibility solely for the ddesign shown. The suitabilityg and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 S-ec.2. 8351 Rovena Circle 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 95828 J 9e SEQN:30404 T21 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 13 Riverside 2885 A Roof Master DrwNo: 298.18.1050.44753 Truss Label: Al BFR / GWH 10/25/2018 5'8"1011'0"6 16'4"2 21'7"14 26'11"10 32'7"10 I' 5'8"l 0 I 5'3"12 I 5'3"l 2 I 5'3"12 I 5'3"12 I 5'8" 5X5 D 4 C ii 12 1.5X4 X4 1.5 p E io o 36X5 3X5 F r„,, 612 L =5X5(B1) 1111.5X4 =3X7[8] .H0308 =3X7[15] 1111.X4 =5X5(81) A 32'7"10 .i 5'8"10 5'3"12 _I 10'7"8 I 5'3"12 I 58" 5'8"10 11'0"6 21'T14 2611"10 32'7"10 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): 0.294 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.630 E 616 240 A 1439 /- 1- /582 /62 /53 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.083 H - - G 1438 /- /- /582 /62 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.177 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:21.19 ft Code 1 Misc Criteria Creep Factor.1.5 A Brg Width=- Min Req=- TCDL:6.0 psf G BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.842 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.936 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.26 ft Rep Fac:Varies by Ld Case Max Web CSI:0.254 Maximum Top Chord Forces Per Ply(lbs) FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any GCpi:0.18 Plate Type(s): A-B 757-3425 D-E 724 -3039 Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 665-3044 E-F 664 -3034 Lumber C-D 725-3048 F-G 751 -3391 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#1&Bet. (lbs) Webs 2x4 HF Std/Stud:W4,W5 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Special Loads A-L 3178 -657 J-I 2114 -378 L-K 3181 -658 I-H 3147 -652 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) K-J 2114 -378 H-G 3143 -651 TC:From 71 plf at 0.00 to 71 plf at 32.64 BC:From 14 plf at 0.00 to 14 plf at 32.64 PLB: 50 lb Conc.Load at(15.20,18.04),(17.20,18.04) Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Plate Shift Table B-K 160 -380 D-I 1034 -217 JT Plate Chord JT Plate Chord C-K 149 -464 I-E 149 -466 No Size Shift Bite No Size Shift Bite K-D 1047 -219 [8] W3X7 1.25 L 1.25 [15] W3X7 1.25 R 1.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. QED PRopS Truss supports 200#mech unit;unit centered at (� S's/ 16-2-7;supported by BC;unit width 2-0-0;supported sf0 NAG!N jrn 0 by 4 trusses. C9 2 19575 r --Wind- Wind loads based on MWFRS with additional C&C Zjilikmember design. "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA for safe503 357-2118 Ext by ) to have properly prior c performing theselsheathing ons. Installers chord shall provide temporary ( > bracing per BCSI.Unless noted otherwise,top chord shall properly attached structural and bottom chord have a property attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face a truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A LPI N E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M,nN OIDNI ,, 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 prooessionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustrv.com;ICC:www.iccsafe.orq Sacramento,CA 95828 —. SEQN:30405 T18 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 4 Riverside 2885 A Roof Master DrwNo: 298.18.1050.46793 Truss Label: A2 BFR / GWH 10/25/2018 I 6'1"8 11'5"4 I 16'9" 22'0"12 I 27'4"8 I 33'0"8 6'1"8 5'3"12 5'3"12 5'3"12 5'3"12 58" 5X5 E 12 03X5 •, ;3X5 q 12 D F co Is zt o 1.5X4 100,1.5X4 - C G `v co IB H 3_15 A /� ... rT! W r.'.'.' 5y1I = I 3X10(B1) =3X5 =4X5 L K J B2 =3X5 =5X5(61) 3X7 1 33'0"8 1 1'6" 8'9"6 7'11"10 7'11"10 8'3"14 8'9"6 16'9" I 24'8"10 I 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.314 J 999 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.640 J 614 240 B 1523 /- /- /631 /69 /61 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.100 I - - H 1402 /- /- /589 /56 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.87 ft HORZ(TL):0.204 I - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.5 TCDL:6.0 psf H BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.783 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.826 Bearing B is a rigid surface. RepFac:Yes Max Web CSI:0.750 Members not listed have tomes less than 375# Spacing:24.0" C&C Dist a:3.30 ft FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 762-3525 E-F 584 -2243 Lumber C-D 713-3168 F-G 716 -3044 Top chord 2x4 HF#2 D-E 571 -2242 G-H 778 -3352 Bot chord 2x4 HF#2:B2 2x4 HF#1&Bet.: Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-L 3286 -680 J-I 2658 -532 Bottom chord checked for 10.00 psf non-concurrent L-K 2707 -554 I-H 3105 -676 bottom chord live load applied per IRC-12 section K-J 2707 -554 301.5. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. C-L 130 -421 E-J 1010 -206 L-D 443 -53 J-F 204 -784 D-J 215 -838 &CkEO PROFFss 0�0 �G(NF . �O 1957 1 7 Li **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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the 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 MIr„I, ,. truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proessional engineering responsibility solely for the design shown. The suitability th and use of this drawing for any structure is e responsibility of the Building Designer per ANSUfPI 1 Sgec.2. 8351 Ravens Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 it 0 SEQN:30406 T10 GABL Ply: 1 Job Number: 1115027 Cust:R7175 JRef: 1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1051.01267 Truss Label: A2GE BFR / GWH 10/25/2018 16'9"I 6 9" I 33'0"8 16'9" 16'3"8 F—3'5" •7T ) S 5M 1 4 12 Ln o _ LA B ' 512 3X5(A1) AJ -.-3X5(B1) ==-5X5 1 33'0"8 i 1'6" I 33'0"8 I 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or•=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 AS 999 240 B* 129 1- /- /42 /6 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 Y - - AJ*111 /- /- /36 /2 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.002 Y - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.87 ft Code/Misc Criteria Creep Factor:1.5 B Brg Width=186 Min Req=- TCDL:6.0 psf AJ BrgWidth=210 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.284 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.055 Bearings B&AJ are a rigid surface. Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Varies by Ld Case Max Web CSI:0.117 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face,and 24"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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind ��Ep PRORFS Wind loads based on MWFRS with additional C&C 'C S, member design. ��� G I N FF p Additional Notes • 19575 / 7 r 'Previdctateraf wind briefing per Alpine wind bracing - details or per engineer of record.2X3 studs require C/!/ - �i reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. OREGON See DWGS A12030ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing 9jQ �^ 2v,199 �Q requirements. tic p W N *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted 00herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. ,4 Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „r,,ITW[MANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tntssesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessronaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more Information see this 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 95828 SEQN:30407 T7 GABL Ply: 1 Job Number: 1115027 Cust:R7175 JRef: 1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1315.27897 Truss Label: DGE BFR / GWH 10/25/2018 51" 9'11" _1D'2" 15'3" I 20'4" _ .Y7" 25'5" 30'6" I 51" 410" 51" 5'1" I. 4'10" 5'1" 1'4" f--3'3" "Tom{) 1114X5 12 ,3X5 -=$. '_'__ 3X5 (8) T 4 12 I Q __ 1`3X5 I-4,5"12--I E �� UV o - . W1 W2 % �� rry BK I. X �z_15 A I 4 4 4 4 4 4 4 v 4 t Y m3X5(A) AM =5X5 Al =3X7 3X5= ABAC ' AA =3X5(A1) r 30'6" 1 I-1'6" I 7'7"8 I 7.7"e _I 7'7"8 _I 7'7"8 116"-I 77"8 15'3" 22'10"8 30'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.062 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.160 0 902 240 g* 205 1- /- /53 /7 /5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.010 0 - - X' 331 1- /- /87 /11 /- EXP:B Krt:NA HORZ TL:-0.027 0 - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.62 ft ( ) 9 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Brg Width=153 Min Req=- TCDL:6.0 psf X Brg Width=71.5 Min Req=- Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2012 Max TC CSI: 0.436 P Bearings B&AB are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.578 RepFac:Varies byLd Case Max Web CSI:0.938 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.05 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:16.01.0OC.0327.16 I-M 201 -704 Q-T 140 -684 M-Q 190 -778 T-U 94 -580 Lumber Topchord 2x4 HF#2 (S)2x4 x 10'0"HF#2 or better field applied scab required to allow notches 1.5"deep.Align Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 scab 1.5"below top edge and attach to one Chords Tens.Comp. Webs 2x3 HF#2:W4 2x4 HF Std/Stud: face of truss with 10d nails(0.128"x3")at 6"o/c. :W1,W2,W3,W5,W6,W7 2x4 HF#2: AH-AC 1008 -72 Plating Notes All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading AM-I 97 -737 Q-AC 86 -703 Truss designed to support 1-6-0 top chord outlooker span I-AH 724 -76 AC-U 954 -103 and cladding load not to exceed 5 PSF one face,and AH-Q 91 -475 24"span opposite face.Top chord may be notched 1.5" deep X 3.5"AT 48"o/c along top edge.DO NOT OVERCUT. Maximum Gable Forces Per Ply(lbs) No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Gables Tens.Comp. Gables Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent AI-AZ 99 -394 T-BK 70 -517 bottom chord live load applied per IRC-12 section BK-AB 100 -738 AA-V 64 -539 301.5. Wind �,�EO PROFESS Wind loads based on MWFRS with additional C&C oD ��G I N EE,� /O member design. C9 2 19575, / 7 r -Aderdmtaf hots Provide lateral wind bracing per Alpine wind bracing 1. ..,.‘4401,......,„ l/ /S......i details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. OREGON v See DWGS Al2030ENC101014,GBLLETIN1014,& '9 ',Jo.z0,1eN9 t' Q GABRST101014 for gable wind bracing R requirements. O(• D W" *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 488 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 87113 d f 9. (503)357-2118 Ext ComponentSafety Information,by TPI an SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS!.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to 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 ,OWCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciAN of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of professional engineering responsibility solely for the desi n shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI1 S"ec.2. For more information see this job's general notes pane and these web sites: ALPINE:www.alpineirw.com;TPI:www.ipinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 SEQN:30408 T8 COMN Ply: 3 Job Number: 1115027 Cust:R7175 JRef: 1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1315.55903 Truss Label: DG BFR / GWH 10/25/2018 I 5 5 5 3 Complete Trusses Required 4'9"9 I 8'3"6 I 11'9"3 I 153" I 18'8"13 I 22'2"10 I 25'8"7 I 30'6" II 4'9"9 3'5"13 3'5"13 3'5"13 3'5"13 3'5"13 3'5"13 4'9"9 ,a'6X6(R1) 12 r."-5X51:110] a 5X5[18]F 4 p 4X5[8] j1A4X5(20] C GG a :;Lo 3X5 0 �-- --.--3X5 5, BA00H � W A ' Alo. �1 _ E 6 ' - - P M 4X16(B7R) 1113X5[5] =5X5[7] =5XX7 N 1118X8 =5X7 =5X5[21] 1113X5[23] =4X16(B7R) .H0508 r - --- -30'6" ai I- 4'9"9 I 3'5"13 I 3'5"13 I 3'5"13 I 3'5"13 I 3'5"13 _I 3'5"13 "I 4'9"9 I 4'9"9 8'3"6 11'9"3 153" 18'8"13 22'2"10 258"7 30'6" 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 Pt 21.2 Ce:1.1 VERT(LL): 0.508 L 713 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.016 L 356 240 R 11338/- /- 1- /572 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.124 J - - I 12555/- /- 1- /633 /- EXP:B Kzt:NA HORZ TL:0.249 J - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:20.87 ft ( ) 9 Code I Misc Criteria CreepFactor:1.5 R 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: 0.964 I Brg Width=5.5 Min Req=4.5 Bearings R&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.926 Spacing:24.0" C&C Dist a:3.05 ft Rep Fac:Yes Max Web CSI:0.954 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.16 A-B 527-10447 E-F 327 -6433 Lumber B-C 473-9351 F-G 401 -7894 C-D 400-7888 G-H 476 -9369 Top chord 2x4 DF-L 2400f-2.OE D-E 327-6433 H-I 534-10510 Bot chord 2x6 DF-L 2400f-2.0E Webs 2x4 HF Std/Stud:W7 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-Q 9903 -497 M-L 7356 -373 Top Chord:1 Row @12.00"o.c. 0-P 9856 -496 L-K 8755 -444 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) P-O 8739 -442 K-J 9915 -503 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal O-N 7351 -372 J-I 9964 -505 spacing between rows and stagger nails in each row N-M 7351 -372 to avoid splitting. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 71 plf at 0.00 to 71 plf at 30.50 Q-B 752 -25 M-F 98 -1914 BC:From 7 plf at 0.00 to 7 plf at 30.50 B-P 54-1100 F-L 1872 -84 BC:1404 lb Conc.Load at 2.06,4.06 P-C 1428 -61 L-G 86 -1678 BC:1439 lb Conc.Load at 6.06,8.06,10.06,12.06p PROF C-O 84-1665 G-K 1441 -63 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 41(� FS 0-D 1865 -83 K-H 59 -1147 30.06 �C G]NE S/O D-M 97-1906 H-J 783 -28 \ Plate Shift Table 0 � �� E-M 3914 -187 19575 -19 _ JT _Plein. - Chord -d JT ata Chord / I No Size Shift Bite No Size Shift Bite A f [5] W3X5 S 3.00 [7] W5X5 2.75 R 2.25 /- �i [8] W4X5 2.75 L 1.25 [10] W5X5 3.75 L 1.25 [18] W5X5 3.75 R 1.25 [20] W4X5 2.75 R 1.25 OREGON [21] W5X5 2.75 L 2.25 [23] W3X5 S 3.00 0 Wind 9jQ .n.2U.19g' �Q' Wind loads and reactions based on MWFRS. OL o W N '"*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 C3) OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior (5003)03)357OR to performing these functions. Installers shall provide temporary 357-2119 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply 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 AN mvmnmANY 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 ess1ona i 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!TP11 Sgec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 SEQN:30409 T13 GABL Ply: 1 Job Number: 1115027 Gust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1318.25337 Truss Label: GGE BFR / GWH 10/25/2018 I" 8' _I- 16' -I 8' 8' I-1'4""I (TYP) 4X5 F 3X5110,4._ G 6] T 4 p (S) (S) T ., 1 _ ___ _. 1 stets A /i r r i i r viii_ K ', Q 01111.5X41 =3X5 (A1) =3X5 [ (A1) r 5'2"12 * 10'9"4 i H 1'6"- I 16' I 1'6" 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): 0.109 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.259 L 487 240 B 563 1- /- /215 /- /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.022 I - - Q 645 1- /- /219 /2 /- EXP:B Kzt:NA HORZ TL:-0.052 I - - J 845 1- /- /307 /- /- Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.471 B Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Q Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.699 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.197 J Brg Width Q,=J 5.5 Min Req= 1.5 p 9� Bearings B,Q,&J 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:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B-F 201 -723 G-J 266 -1227 Top chord 2x4 HF#2 Provide lateral wind bracing per Alpine wind bracing F-G 212 -789 Bot chord 2x4 HF#2 details or per engineer of record.2X3 studs require Webs 2x3 HF#2 reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. Maximum Bot Chord Forces Per Ply(lbs) Plating Notes See DWGS A12015ENC101014,GBLLETIN1014,& Chords Tens.Comp. Chords Tens. Comp. All plates are 1.5X4 except as noted. GABRST101014 for gable wind bracing B-0 658 -75 N-J 1101 -174 requirements. 0-N 1083 -170 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite [16] W3X5 S 1.25 [17] W1.5X4 S 2.50 Webs Tens.Comp. O-G 204 -899 Loading Truss designed to support 1-6-0 top chord outlooker span Maximum Gable Forces Per Ply(lbs) and cladding load not to exceed 5 PSF one face,and Gables Tens.Comp. Gables Tens. Comp. 24"span opposite face.Top chord may be notched 1.5" deep X 3.5"AT 48"o/c along top edge.DO NOT OVERCUT. F-0 523 -123 G-N 433 -79 No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. �Ep PRoF4., Bottom chord checked for 10.00 psf non-concurrent .c� tS,, bottom chord live load applied per IRC-12 section �� t�G(N � O 301.5. O 1957 „.5 2 7 / Wind loads based on MWFRS with additional C&C I - member design. OREGON (S)2x4 x 8'0"HF#2 or better field applied scab required to allow notches 1.5"deep.Align 9 � en y0 19g� Q scab 1.5"below top edge and attach to one �Q� N� face of truss with 10d nails(0.128"x3")at 6"o/c. °LE) W. .� "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. "IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Box 488 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 forpermanent 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 Joint Details, unless noted otherwise. Defer to Refer 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 dra ,,,,,,,fiwing,any failure to build the , r 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 prooesslonar 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. Circle 8351aRovanRovan 8351 CAa 95828 For more Information see this lob's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:wwW.tpinst.orq;SBCA:www.sbcIndustry.com;ICC: www.iccsafe.org SEAN:30410 T16 COMN Ply: 1 Job Number: 1115027 Gust:R7175 JRef:1WfH71750016 FROM:BB Qty: 2 Riverside 2885 A Roof Master DrwNo: 298.18.1051.58070 Truss Label: G BFR / GWH 10/25/2018 F 8' _I_ 16' H 8' 8' 6X6 C T 12 _ 4 � T to Ni ._ ._ ,_ ,_ id I B D 315 A 3X5(A1) III 1.X4 =3X5(A1) k 5712 1 10'9"4 i H 1'6"_ 8' 8' 8' 16' 1'6"--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): 0.052 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.125 F 999 240 B 707 /- /- /301 /5 /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 F - - G 186 /- /- /89 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.031 F - - D 765 /- /- /342 /2 /- NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.972 B Brg Width=3.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.639 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: 0.097 D Brg Width=5.5 Min Req= 1.5 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings B,G,&D are a rigid surface. 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:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 329-1091 C-D 311 -1088 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. Loading B-F 1929 -433 F-D 964 -217 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �,.E - QROFFSs ��� �G(N �� �O 19575. J 7 vr , v OREGON R�C.D2u. gW.NeP *"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for 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 progeny attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing ins3alled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the "nmvCOMPANY 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 proessiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more Information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.onl Sacramento,CA 95828 ` SEQN:30411 T24 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1052.00917 Truss Label: G1 BFR / GWH 10/25/2018 7'5"8I 15'5"8 7'5"8 8' if 5X5R1) 12 B T 4VIlk 10, InT N i0 A C os 1 / B 60 D 3y5 3X5(61) F 1111.5X4E L L --2X4(A1) 4'8"4 1 10'9"4 1 F- 7 5"8 I_ 8' I 1'6" 7'5'8 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 Pt 21.2 Ce:1.1 VERT(LL): 0.055 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.128 E 994 240 A 609 /- /- /245 /0 /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 E - - F 101 /- /- /62 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.035 E - - C 765 1- /- /342 /3 /- NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.991 A Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.647 F Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.103 C Brg Width=5.5 Min Req= 1.5 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings A,F,&C are rigid surface.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:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 354-1115 B-C 340 -1110 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. Loading A-E 1969 -487 E-C 984 -244 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 PROFESS 19575 7 r . ._ (/ Isms• kd OREGON) r ''n.20,19 ��CD W **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joinf 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 ,wMN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listingthis drawing indicates acceptance of pro esstona 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 ANSUiPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbdndustry.com;ICC:www.iccsafe.onn Sacramento,CA 95828 * *SEQN:30412 T23 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1052.03793 Truss Label: G2 BFR / GWH 10/25/2018 6'11"8 1411"8 F1-"8 I 8' H 5X5 12 B _ T 4L-- IR 111111 3X5(61) P w AC m I B \ D 3y15 F E III 1.5X4 w 3X5(A1) k 42"4 1 1074 1 611"8 8' 1 6"H6'11"8 14'11"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 Lldefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.054 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.123 E 999 240 A 548 /- I- /219 /1 /39 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 E - - F 136 1- /- /81 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.026 E - - C 733 1- /- /329 /4 /- Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf A Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.768 F Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.565 C Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.092 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:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 335-1002 B-C 321 -998 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading A-E 1763 -444 E-C 882 -222 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 0)PROFESS Cs IG,AGINEF? /OZ 19575 OREGON **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,handlingq 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 oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins .lled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face.of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *NmvmMmury truss in conformance with ANSI/TPI 1,or for handling,shipping,installationgand bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of oroTesssionsl engineering ngin the Building solely for the design shown. The suitability 8351 Circle and use of this drawingfor anystructure is the res g Desier per ANSIITPI i Sec.2. Sacramento,RovanaC 95828 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.om • aSEQN:30413 T22 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 2 Riverside 2885 A Roof Master DrwNo: 298.18.1052.06697 Truss Label: G3 BFR / GWH 10/25/2018 I- 1'6" I 9'6" "I 1'6" 8' 12 4 p 4,6X6(R1) TNAXS• /` T fV N to - _ M 1i1 D 3F-. F 1111.5X4[3] 3X5 J- 2X4(A1) 9'6" i I' 1,6" I 9'6" I 1'6"-I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.057 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.112 E 999 240 F 395 /- 1- /172 /- /44 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.021 E - - C 562 /- /- /257 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.041 E - - Wind reactions based on MWFRS Mean Height:15.00 ft F B Width=- Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 r9 Req=- TCDL:6.0 psf C Br Width=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.836 g = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.545 Bearing C is a rigid surface. RepFac:Yes Max Web CSI:0.358 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 132 -493 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud E-C 386 -35 Plate Shift Table JT Plate Chord JT Plate Chord Maximum Web Forces Per Ply(lbs) No Size Shift Bite No Size Shift Bite Webs Tens.Comp. Webs Tens. Comp. [3] W1.5X4 S 2.25 A-F 204 -511 A-E 702 -262 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. Left end vertical not exposed to wind pressure. . - PROFESS 0s0 ..,GIN -L,/ O - - ' ::r 1r1�,7rs , - -- ----------- ----- /---s, 0n OREGON � r an.20.1900 c e�• '°LD W. "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 anc3 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 bracingg installed per BCSI sections B3,B7 or B10, .4111 as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NW COMMW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tnissesA 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 awing for any structure Is the responsibility of the Building Designer perYANSUTPI 1 Sac.2. 8351 Rovana Circle For more information see this bb's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 * *SEQN:30414 T5 GABL Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1052.22670 Truss Label: CGE BFR / GWH 10/25/2018 6'4" I 12'8" I 6'4" 6,4., F3'8" -I 1'4"- (TYP) 4X5 12 E T 4p - ■ I yr ■ rn iV 1 B H iN 3y15 A ■ ■ ■ ■ I 2X4(A1) --2X4(A1) I— 12'8" H 1,6,E I 12'8" I 1.6"H 12'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.004 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.008 N 999 240 B" 158 1- /- /40 /5 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 J - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 Mean Height:19.13 ft HORZ(TL):-0.003 J - - B Brg Width=152 Min Req=- NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Members not listed have tomes less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.385 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.068 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.029 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.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face,and 24"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. 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 ��EO PROFS member design. 0( � IN S Additional Notes '¢ .. Provide tateratwInd blachtg per Atptne wind tlractng details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 ;i111) ''....• studs of the same grade. See DWGS Al2030ENC101014,GBLLETIN1014,& 0 OREGON GABRST101014 for gable wind bracing an 2i.).19-m P requirements. SCD W•NA **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentsoforegon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing (5 03)357 and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI ana SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary -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 bracin 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 Buildin ,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Nn rre 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 ess■onai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;WI:www.tpinst.orp;SBCA:www.sbdndustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 SEAN:30417 T15 GABL Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master Truss Label: FGE F 5'6" DrwNo: 298.18.1052.35353 BFR / GWH 10/25/2018 11' H 5'6" 5'6" F'-2,10"-.{'-1'4"-" (TYP) 4X5 12 E I5A 4VII T I 2X4(A1) =2X4(A1) 1 I 11' H H 1,6„ l_ 11' 1,6"H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 J 999 240 B' 161 /- /- /41 /0 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 J - - Wind reactions based on MWFRS 42.00 EXP:B Kzt:NA Des HORZ(TL):0.001 J - - B Brg Width=132 Min Req=- Des Ld: :10.00 Mean Height 15.00 ft Code I Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.380 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.052 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.020 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face,and 24"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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind ��Ep PROFS Wind loads based on MWFRS with additional C&C .. S'j member design. O�5 r10(N � O Additional Notes X957% " ` -YroSde fareral wind bracing per Alpine wind bracing' "- 1,' details or per engineer of record.2X3 studs require C/ reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. OREGON See DWGS A12015ENC101014,GBLLETIN1014,& m GABRST101014 for gable wind bracing "�•r an.20.199 !Q requirements. OL D W,N **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 003)357 21 OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,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 orotessronal engineering responsibility solely for the desi n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sgec2. 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.lccsafe.onl Sacramento,CA 95828 ♦ f SEAN:30418 T9 GABL Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1 WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1052.54140 Truss Label: HGE BFR / GWH 10/25/2018 3' 6' 1' 3' 3' H 4 L___.--- =4X5 T T - M B D --,--- _ - 32 A �-- --r--,1T 1 ////// E 1 III 1.5X4 I— 6' I 3' I-- 1.6" I 3 I 6' I 1'6"-I 3' 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): 0.003 F 999 240 B* 186 /- /- /47 /1 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 F - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ TL -0.001 F - - B Br Mean Height:15.00 ft ( ) g Width=72.0 Min Req=- NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Bearing B is a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.406 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: 0.057 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.022 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber . Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 2X4(A1)except as noted. Loading Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face,and 24"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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind �_EO PROp.. Wind loads based on MWFRS with additional C&C S member design. �sfd G I N FF /p Additional Notes 1s57� j wino tracing Per AfPine wind bracing /A/ details or per engineer of record.2X3 studs require r/l/ S �i reinforcement at 70%of the length tabulated for 2X4 r studs of the same grade. OREGON See DWGS A12015ENC101014,GBLLETIN1014,& `,,,,.20., �/ GABRST101014 for gable wind bracing 9R �n 20.19g� �Q requirements. t7L p w N **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 Componpent Safety Information,by�t TPI and SBCA)for safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per ceiling.Unless noted fortppermanent lateral restraint of webs shstructural ll hav braclnagttinstalled 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 drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page AN"NCDAPN listing this drawing indicates acceptance of proessionaf engineering responsibility solely for the design shown. The suitability and use of this drita awing for any structure Is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this fob's general notes page and these web sites:ALPINE:wwww w.alpineitw.com;TPI: w.tpinst.orri:SBCA:www.sbcindustry.com;ICC:www.iccsafe.om f SEQN:30419 T17 COMN Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1053.03863 Truss Label: HG BFR / GWH 10/25/2018 IF 3' I- 6' H3' 3' 12 4 V =4X5 B T - in A C ± 35 - D 1111.5X4 =2X4( 2X4(A1) =2X4 Al ( ) 1 6' - F 3' I- 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 /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.024 D 999 240 A 401 /- /- /- /6 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 D - - C 408 1- /- /- /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ TL:0.008 D - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria CreepFactor.1.5 A BrgWidth=5.5 Min Req= 1.5 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.132 C Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.349 Bearings A&C are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.134 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 7 -748 B-C 8 -748 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 692 -4 D-C 692 -4 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: 170 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. ,eEc)PROFESS ., G(NF O O �� 1ss7s E,Q 1 ,_.‘,.,..,;4. Si r • OREGON 920.199 P ROCDWNY, • **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Componpent Safety Information,by TPI and SBCA)fr safety practices prior to performing these functtiions. Installers shall provide temporary (503)357-2118 Ext attached per BCSI. Locationsoshownlforpermanent lateral restrraint of webs shstructural ll hav bracinagpt instalied bottom Itsections B3 B7 orB10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page ""m" " listing this drawing,indicates acceptance of prooessronaT engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this fob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.lpinst.otn;SBCA:www.sbcindustry.corn;ICC:www.iccsafe.orst h A SEQN:30420 T12 GAEL Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 1 Riverside 2885 A Roof Master DrwNo: 298.18.1053.22707 Truss Label: TGE BFR / GWH 10/25/2018 2'8" 1 310"8 2'8" 1'2"8 H 12 4 — C m T A r` ■ ■ D 2X4(A1) F 3'10"8 H 2'8" 1'2"8 2'8" I 3,10"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI 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): 0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.005 E 999 240 A* 127 1- /- /41 /- /5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 E - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ TL:0.003 E - - A Br Width=46.5 Min Des Ld: 42.00 Mean Height 15.00 ft ( ) 9 Req 9 Code 1 Misc Criteria CreepFactor.1.5 Bearing A 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: 0.124 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.080 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.028 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face,and 24"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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind � p PROFF Wind loads based on MWFRS with additional C&C ,c4SS member design. s "G11'4- , /O Additional Notes ,u� 19,-,P,, , Provide lateral wind bracing per Alpine wind bracing ( %r details or per engineer of record.2X3 studs require ifS i� reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014,GBLLETIN1014,& 0OREGON GABRST101014 for gable wind bracing 'rj Ao an.20.�9et Q requirements. SCD vs".N **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)f0'safely practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w,nwC,,,,M,rr truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per A 8351 RovanaCircle NSI/TPI 1 38c.2. 83Sa51 ,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.lccsafe.org a SEQN:30421 T11 MONO Ply: 1 Job Number: 1115027 Cust:R7175 JRef: 1WfH71750016 FROM:BB Qty: 2 Riverside 2885 A Roof Master DrwNo: 298.18.1053.25807 Truss Label: I BFR / GWH 10/25/2018 12 III 1.5X4 4 i - B to r _L FALII II ill 11111M111.111MINIMIMNIl I 2X4(A1) C III 1.5X4 A 3'1 0"8 A 3'1 0"8 3'10"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 A 170 1- /- /81 /- /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 C - - C 159 1- /- /78 /3 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.007 C - - Wind reactions based on MWFRS Mean Height 15.00 ft A BrgWidth=- Min NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Req-- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.209 C Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.136 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.152 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 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. 4Ep PROF'SS O,� �G1NFF �O 1957 F 1... ..".....;40) ce % �n OREGON t�� 7 Q'r.20.19°' ` �OCDW N� '"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)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,67 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to A PL INE drawings 160A-Z for standard plate positions. A Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the „r,MNC,,µ,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of proofessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.ebclndusiry.com;ICC:www.Iccsafe.om Sacramento,CA 95828 I SEAN:30422 T14 MONO Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 4 Riverside 2885 A Roof Master DrwNo: 298.18.1053.27803 Truss Label: J BFR / GWH 10/25/2018 III1.5XC4 12 4 i✓ • I U) L B IIIIIIIIIIIIIIIIIIIIIIIII 1N 3''5 A ► ►� D III 1.5X4 2X4(A1) 4' 1'6" I 4 V4r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def1ICSI 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):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 316 /- /- /155 /1 /30 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.002 D - - D 137 /- /- /66 /1 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):):0.004 D - - Wind reactions based on MWFRS Mean Height:15.00 ft Code I Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.212 D Brg Width=- Min Req=- P 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: 0.117 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.0327.16 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. ,<OL- PROFESS 19575 7 l ►.....• OREGON l gin.20.199 P "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,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 forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANI 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 nrosessronaf engineering responsibility solely for the design shown. The suitability use of this drawing for any structure Is the responslbllitgof thee Building Designer perrANSI/TPI'I Sac.2. 8351 Rovana Circle For more Information see this lob's general notes page and these web sites:ALPINE:www.atpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcIndustrv.com;ICC:www.iccsafe.org Sacramento,CA 95828 SEQN:30423 T3 MONO Ply: 1 Job Number: 1115027 Cust:R7175 JRef:1WfH71750016 FROM:BB Qty: 6 Riverside 2885 A Roof Master DrwNo: 298.18.1053.30273 Truss Label: K BFR / GWH 10/25/2018 12 1111.5X4 4 C -4- T T B Pi in 315 _� 3 A ►=i D 1111.5X4 I 2X4(A1) A 2' i 2' H 1'6" H2r Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 259 /- /- /129 /15 /19 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 D - - D 32 /- /- /29 /4 /- EXP:B Kzt:NA HORZ TL:-0.001 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 D Br Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.207 9 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:0.013 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ,'E - PROFESS Osco �GINFE /O Q" 19575- ii7 r �. 7ii OREGON 9 20.-I'3''''.OLD W N\ "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 an 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 installed per BCSI sections B3,B7 or B10, as applicable. Applates 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 ,,r,,r,,,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 pronessronaf engineering responsibility solely Aforr the design shown. The suiUability 8351 Rovana Circle and use of this drawing, for any structure Is the responsibitit of the BuildingDesigner r S8c For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineltw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 i Gable Stud Reinforcement Detail ASCE 7-10: ii,20 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace ■ CI) 2x4 'L' Brace 5 (2) 2x4 'L' Brace as CI) 2x6 'L' Brace ■ (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 AI S #1 / #2 B1 4' 7a 7' 10' 8' 1' 9' 3' 9' 7' I1' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' s2 S2-PStandaStandardHen-Fh U S P F #3 tud 4' 4i, 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' i3 Stud43 Standard CCD U Stud 4' 41 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' 6 HFStandard 4' 4 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' 14' 0' Flr-Larch Southern Pinellas Q) #1 4' 11' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 —I a SP #2 4' 7 7' 10' 8' 1' 9' 3' 9' 7' I1' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' 0 - Stud #3 4' 611 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' ® Standard ' CLI DFL StandardStud 4'4' 4/ 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Group Bi 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' U #1 / #2 5' 3 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' 4-7 _ S P F #3 5' 0 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' musirrnms c U H FStud 5' 0{ 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 01 O Standard 5' 0 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' • . .s FV-Larch Southern Phesss #1 5' 6,P 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' *1 > SP #2 5' 3i< 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' © #2 #3 5' 14, 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be NIB CStress-Rated Board). 0) .1:2--iD F L Stud 5' 0P 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' wsmFor 1x4 So. Pine use only Industrial 55 or —' Standard 5' 04 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' 91t 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPF #3 5' 60 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Noted V' U F Stud 5' 6P 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. O H Standard 5' 6r 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X #1 6' OF 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing C5 psf TC Dead Load). S P d a #2 5' 9r 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' 81 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 F L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6t 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' M Synn r' Attach 'L' braces with 10d C0.12$'x3.0' min) rails. !fableAbout Tru* BE For (1) 'L' brace' space nails at 2' oz.1 in 18' end zones and 4' o c.between zones. i� 31E 13or (2) 'L' brncep space nulls at 3' o c Diagonal brace ogHom • • a In 18'end zones and 6' o c. between zones. vertical length nay be _ d T doubled when diagonal 18' 0 'L' bracing must be a mbeman of 8011 of web brace is used. Connect L 1 4� member length. diagonal brace for 385* 'L' Gable Vertical Plate Sizes at each end. Max web Br ce 4`1 total length is 14/ ; Less than Vertical4' 0' 1X4 orSp2X3 2x4 DF-L *2 or better diagonal r ; Greater than 4'0', but 2X4 less than 11' 6' Vertical length shown single 18' I i Greater than 11'6' 3X4 in table above. Cas shown) at �7 L_[i 1 4. Refer to cannon truss design for / 4 upper end Lf Lf Q Dos I I al I , 1�� peak, splice, and heel plates. Connect diagona at / /�E�^e S` , Refer to the Building Designer for conditions or double cut 4 midpoint of vertical web. �`� \l, V\ Refer to chart above hr not addressed by this detail. IMPORTwwwweasawa READ ANS m INSTALLERS. C�� IC,r 195751Fop /0 REF ASCE7-10-GAB12030 Trusses require care In fabricating,handing,shipping,Installing and bracing Refer to and r follow the latest of Desi Midrib Component Safety Information.by TPI a for safety %r DATE 10/01/14 rices prior to arming these functions. installers shall provide Y�brodp per ICSL Lintels rated •- ,top lard shall have properly attached structordafaaaine sd bottom chard of DRWG A12030ENC101014 A we shall have a . •• attached rigid d=O Locations shown for permanent lateral restraint sibs .- L P 0 N[ shall have - • , per SCSI sections33,37 or as applicable. Applyy plates to face A of truss and erre. as shown above and on the Joint Deals,unless noted otierwke. ^ OREGON J Refer to dr* , Z for standard plats Positions. N/ Alpine,a division ITV Suldrq Conpwhents frpp Inc IhaU mat br roaporuae for deviation from AN RINCOMPANY drawing,ion,any f ; the truss Ing orvnonee der ARSVTPI Lor for har�g,shbpbng, '9� Qn 20.l9a" ,P MAX. TOT, LD. 60 PSF Instaof trusses. A seal on this . or cover astIng ties draarg.Indicates acceptance of professional OCD \N.N Yp solaly far tiw dsslywy�dawn. TM wdhbslly and user ties drawing 13389 Lakefront Drive Iter uqr siructo 9 h'espahh -�M� 1 Sea. Earth City,MO 83045 For , Information see this Job's general notes page and these web site,. MAX. SPACING 24.0' ALPINE, -. TPD wsw.tphstorgi=CM www. .oras S6 wwdccsafeorg ;I 8. ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, AS E 7-10, Enclosed, Exp C, or H Less than 4'6' — no stud bracing required 100 mph, 30ft. Mean Hgt, ASE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 f, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid—height and brace stiffback to roof diaphragm every 6'0' (see detail below or Lateral chord bracing reqements refer to DRWG A12030ENC101014). Top! Continuous roof Shea hing Bat' Continuous ceiling dia ragmt. H Greater than 7'6' to 12'O' max' provide a 2x6 stiffback at mid—height and brace See Engineer's sealed desin referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. 1 X Optional 2x L—reinforcement attached Nails' 10d box or gun (0.128' (3',min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. % .• I iIIIT 2X4 Blocking i nailed to 45e sheathing and �1►�each truss H ��Mill IIII Imil® . 2X4 DF—L #2 H/2 or bette diagonal ace. i 6III Attach e ch end I for 560#. II 1 k , .!1 ,u.....1 I I 1 ....I I ....liklikligo...._ ontinuous Bearing — 2x6 #2 Stiffback attached to each eo PROF Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. V� FS .lrWIT �Puana�MS BRAVING Two V ALL NOTES ON INIS DRo�NGI INSTALLERS. C. SNC 5�� ''P S/ems REF GE WHALER Trussn n'e4uD'. CeM ti PsDrlcatcq, s�pka Dat.wrio and breo� R.Per a and . Polio.the(oast of SCSI +w capon.ns=ably niaraaon,by TPI art.'DCA)Par wr.ty r l DATE 10/01/14 prlor a -" arid%these functions. Installers sMU p•eNd. per DCSI. c=7,1* .� `riot.° . 'top Curd shet'"a"a prop.r`Y stud"'struC '°'a"°0s Grp r°ta"o"'' �S�� / DRWG GABRST101014 ERNE � 1 a r h aave a .-.. ' atisehed Mdd a.ctIa l33,37 o showy Par p.osbio. t(oarol res to o►Pecs \VI pun above and or 13,.1 or Dit , slob Me. Apely plates a sadi Pace , oP truss and es sheen above end on the Joint D.t.Ss,unless noted other..... Refer a do a Z for standard p(ot.poskbns. ^ OREGON Al ii,a delelan ITV luldFa Corp.n,nts Uroup Inc.stall not be nsparabl.Par deNsibn Prov u, AN RW tMs ac•asaip,eery P y a bid the tros h aanf Inc. —• ANSI/TPI t ar Por a 9Q' tisauatwri a of trusses. 't�0in'° 9iQ 20 19 `,�P MAX, TOT. LD, 60 PSF A Mid on tNs or cover pogo listing dra Indicates mpt.eee a_po vd OC D W• T, 13389 Lakefront Drive far sign - solely t f VI �**Ds isr y��I I�S' dra Earth City,MO 83045 For rnPornatiT see ms's were es pep end these seeskew Peoro MAX. SPACING ALPINE caro TPD wP.tphstapi SIM vessdotryorge Wus ,I l G ble Detail 1 F r Let-in Verticals Gable Truss Plate Sizes 1n.i.. 0 Refer to appropriate ppropriate Alpine gable detail for minimum plate sizes for vertical studs. 16 1 a)Refer to Engineered truss design for peak, splice, web, and heel plates. COIf gable l plates ap, use a ©single plate thaat covers the total area of �� the overlapped plates to span the web, s� 1plrllil O Example 2X4 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T'Reinforcing M Illidlkiiia Toe-nail - Or - X End-nail © © To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on Attach each 'T' reinforcing member with appropriate Alpine gable detail). End Driven Nails' Maximum allowable 'T' reinforced gable vertical I 10d Common (0.148'x 3.',mh) 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, Shea. ToenaRed Nails' specie, and grade of the 'L' reinforcing member. V 10a Common (0.148'x3',min) Toenails at 4' O.C. plus Web Len th Increase w/ 'T' Brace 4 (4) toenails in the top and bottom chords. 9 'T' I This detail to be used with the a 'T' Reinf. •T' ppropriate Alpine gable detail for ASCE Mbr. Size Increase Rein o cing wind load. 2x4 30 X Mer ASCE 7-05 Gable Detail Drawings Example' 2x6 20 X A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Spaced Nails Truss At ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP *3 4' ac. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30X - 1.30 , -L A1153OENC100118, A1203OENC100118, A1403OENC100118, AI603OENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, 511530ENC100118, 512030ENC100118, S14030ENC100118, 516030ENC100118, 4 Nall 518030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 Ceiling See appropriate Alpine gable detail for maximum u . 4�� O PROFESS i B VAIMIN its REAI NO FI LOV ALL NDIES ON Ti IS aaVD �� N C'.MCF e =WORT FURNISH TNS BRAVING TO NJ.COITRAC1ORS RN.T.asw TIE INSTALL S. ' 19575 r REF LET-IN VERT Trusses reprtre , core in fabricating,handling, and Refer to and follow the latest of SCSI cew+v Component Safety Safes r o ' • rma am Tr[ For safety r I DATE 01/02/2018 coprrssc as prior. to " onitp these Fiarctlens. Instaears Ball provkN Y ibrseia per SCSL - liAtss rated .top lard shwa Mw property attaded strucbral lateral and bottom lard �1 n I� ^ r shalt have a attaded rigid coseq Locations show,for 113,D7 or 310,as pplerkmaabineent lateerppl palarestraint of webs /S DRWG GBLLETIN0118 /i l 11 11_IJ�I \ I of truss and •• as show aabboove and aoronn the Joint Details,unless noted otherMse. to wadi Face /`1 i Lel I �f Refer to dra z for sta lord plate positions. OREGON Alpine,a dWbbn ' ITV A/dho Components from shall not be responsible for any deviation from �e7 v ANRWOOMPANY thiinstallation`s drawing.a°� a trusses.the tri in awM still NISVTPI 1,or for hanip,shipping, 'r . `'n.20 Ag9� �P MAX. TOT. LD. 60 PSF A seal on this . or cover listing this drawn idloatws acceptance of professional •f°I.D W.N - 13723 Riverport Dove for any solely �*Oen shown. The wsn pery and use of tees drawing DUR. FAC. ANY Suite 200 the Rhos'°Designer NISI/TP[1 Sect. Maryland Heights,MO 03043 ALPI� rw lard TW nation see���rates hthl these web Few MAX. SPACING 24.0' i I� Gable Stud Reinforcement Detail t ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 4 I Orr 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace <1) 1x4 'L' Braces (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace we (1) 2x6 'L' Brace 5 (2) 2x6 'L' Brace ClBracingGroup Species and Grades' Gable Vertical No S Spacing Species Grade Bra s Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ar swwce-pr»-Fir Hem-Fr #1 / #2 4' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' *1 / *2 Standard 112 Stud CD U - S P F #3 4' 7' 9' 8' 3' 9' 7' 9' I1' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard Stud 4' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Daublas Fir-Larch • - rn Pinellas, CU #1 5' CO 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' R3 ---I e SP #2 4' 1 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' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d D F L Stud 4' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U Standard 4' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group Bi S P F #1#3 5' 1 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 L Bk L U H F Stud 5' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 01 O fl Standard 5' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' •as Fir-Larch Southern Plnewew \ #1 5' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® *1 >' SP #2 5' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' ® *2 #3 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 SRP(Stress-Rated Board). aJ . DFL Stud 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' imitFor 1x4 So.Pb',, use only Industrml 53 or Standard 5' 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 -Q #1 / #2 6' 1f 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPF #3 5' 9P 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' 1 U Wind Load deflection criterion Is L/240. 0 Standard 5' 9I 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), d #2 6' 14 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 N S P #3 5' I' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2'0' overhang,or 12' plywood overhang. D F L Stud 5' 1>!' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9ii _ 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 11Spp About Attach 'L' braces with IOd (0.128'x3.0' min) nails. 11 ,Gabl TruOs ! B BE For (1) 1' bracer space nails at 2' ac. / * In 18' end zones and 4' os. between zones. Diagonal brace option. may31E 31 0 (2) 1•braces, vertical 'trbe _ T In 18' end zones and�6' o.c. between 3zones. doubled when diagonal 10 �1 BE a ♦ 'L' bracing must be a minimum of 80X of web brace is used. Connect 18' , Y� 4 member length. diagonal brace for 335* 'L, L at each end Max web Br ce I 4A♦ Gable Vertical Plate Sizes total length Is l4/ )I(BE `' Vertical Length No Splice 2x4 IIF-L *2 or 11111111121 . Lessthan4' 0' 1X4 or 2%3 better dmgonnl r : Greaterthan4' 0',but2X4Vertical length shown braced single18, less than Il' 6' ti table above, or double cut #E Greater flan Il' 6' 3X4 I (as shown) a4 L 1 I ■r + ReFer to cannon truss design Far upper end Q 4 U s '1 1 IN1 a` peak, splice, and heel plates. Connect owing• at • • t •', E)''R r p (V Refer to the Building Designer for conditionsmidpoint of vertical web. ',Ts', •4•.. Refer to chart above "�. S` not addressed by this detail �O maw TMs ImIlARIGICIEN m+ DIGAND i0ToOAU-COPIT ALL TW SSES ON a ave 1 MUL ER& �� �N •CONIC 575 F'Q �� REF ASCE7-10-GAB12015_ followTThetle latest of SCSI In Component Safety Info Installing iy mbena°cing d SPCA))Refer safety and ' r DATE 10/01/14 41116 rp ae%tlus Prior te owning these aU Kaye. iperly rs sinal str uct rad s rrry bra= / UAetop ed rigid dMU have protean shownattaca permanent lateral*and boint hsra gm shall have a• .. ,ttach,d, Id ce Locawe shown far pernen,nt moral restraint of webs �- DRWG A12015ENC101014 11 O A 1[ shall have br - a per the 17 or!W,as a lies,le. Apply plates to roar face r /�1�1`^II�� I \VI of truss and ...... as shown above end on the Joint Details,unless noted oaNraW. Refer to dna s Z for stands d plate poslaero. OREGON AN I11N 170AAR�NY this M oro,a(Widen ' lar w d c°'pa"'"ts f shall not be responsible fororry deviation from �/ alp,.m f to .the tnsn in aid ANSI/TPI 4 or ear handaq,shhpbrp, yiQ j^ MAX. TOT. LD, 60 PSF Installation a . - of toPuR ape 20,le P farA" a s n this. ely for the thoe Wiling this tt Indloates sad' o of p e ession l °L 0 W.N Designer ey and PI of Ula drowsing. 13388 Lakefront Drive �Y nti ws'O Ilealprr per ARSI/iPI I See!. Earth City,MO 63045 „ a TPS it,or'aj asc* notes ICC. feorg " " MAX. SPACING 24.0'