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Plans (71) 45 F 34'8" -I 5'4" H BGE _--- - T % – IVr h w z E _' \ HAFRRMEovERL ,, J //' E ,'\[ 1 , ff filti a, m co >8 Ri,I. m 0 I° liiiiih - La a cV oz w IHGUS210-3I o 1 • MUS26 \ ► O CC LI) 5Ju CO w �_ Frl SiI-C\.1 (n A_ � P. 11 d T wN w SJ u II I 0_-0 0_ O •- CO AA I, y LL N L ill:. = X al. L N _ 1 I �u r r w \ ---1' w Er NA-J I 1 IG ., II. _L � > aJ 't ,■_ I Q – OH CL CC £m — 1 . el W K J I c' _ CO 77 L • 4— £ Nw m ' I I 1 1 1 1 1 aGE r O N 0 ® I� ♦ __ BOO o N O C 7 0 07 GE m U - N o 0 JOB NO: I-11. --H Lr —Hi- 18' -I G. ---H 1115073 I- 40' I PAGE NO: • 1 OF 1 09 PRO�� a6.ss 4 83294PE �- Alpine,an ITW Company 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 154, 't,Lr 14,2°°� sacseals@itwbcg.com sseil Tam4t Site Information: Page 1: Customer: Truss Components of Oregon, Inc. Job Number: 1115073 Job Description: Riverside 2885 B Roof Master Address: master,master,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1WfH71750017 Wind Standard: ASCE 7-10 Roof Load(pdf): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(psf): None This package contains general notes pages,34 truss drawing(s)and 5 detail(s). Item Seal# Truss Item Seal# Truss 1 298.18.1131.51954 BG 2 298.18.1131.52094 B 3 298.18.1131.51704 BGE 4 298.18.1131.51892 A2GE 5 298.18.1131.51518 A2 6 298.18.1131.51503 A2G 7 298.18.1131.51548 Al 8 298.18.1131.52110 A 9 298.18.1131.52034 AGE 10 298.18.1131.51675 SDG 11 298.18.1131.52234 SDG1 12 298.18.1131.52048 GGE 13 298.18.1131.51455 G 14 298.18.1131.51938 G1 15 298.18.1131.51922 G2 16 298.18.1131.51674 G3 17 298.18.1131.51721 CGE 18 298.18.1131.51720 CG 19 298.18.1131.51877 FGE 20 298.18.1131.51643 HGE 21 298.18.1131.52188 HG 22 298.18.1131.51735 X 23 298.18.1131.51658 X1 24 298.18.1131.51861 EJ1 25 298.18.1131.52111 EJG 26 298.18.1131.51502 IGE 27 298.18.1131.51532 J 28 298.18.1131.52033 I 29 298.18.1131.51862 K 30 298.18.1131.52125 SJ1 31 298.18.1131.51939 SJ2 32 298.18.1131.51471 SJ3 Printed 10/25/2018 4:30:25 PM rPROFS INF� �O14/ 294PE Alpine,an ITW Company 8351 Rovana Circle Sacramento,CA 95828 ALPINE Phone:(800)877-3678(916)387-0116 OREGON Fax:(916)387-1110 14, `Ztr 14,zooa sacseals@itwbcg.com 69E1II Targe • Site Information: Page 2: Customer: Truss Components of Oregon, Inc. Job Number: 1115073 Job Description: Riverside 2885 B Roof Master Address: master,master,OR Item Seal# Truss Item Seal# Truss 33 298.18.1131.52064 SJ4 34 298.18.1131.52235 FT1 Printed 10/25/2018 4:30:25 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL)= maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL= additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL = additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB = additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL =Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)= maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800, Washington, DC 20036; www.afandpa.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043; www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustrv.co Page 2 of 2 SEQN:38976/ T4 COMN Ply: 4 Job Number: 1115073 Cust:R7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1033.45270 Truss Label: BG BFR / RTT 10/25/2018 s , 4 Complete Trusses Required 4'9"4 II 9'8"5 , 13'7" _I 17'4" , 21'0"15 I 24'11"11 I_ 29'10"11 348" 4'9"4 4'11" 31091 3'8"15 3'8"15 3'10"11 4'11" 4'9"4 1115X7 E "45X5113] " 5X5118] 12 D FF 4 "45X5[8] a 5X5123] v id "43XX5 A �� 3X5 H ds A1 ;'is / I I I I I I r S R Q P 0 B2 N M L K J =4X16(B7R) 1113X5[5] =5X7 .H0514 6X8[17]=6X8[17] =5X5[19] 0514 -5X7 1113X5(26] _4X16(67R) 11138 11138 11138 ,1138 11138 11138 11138 11138 ,1138 11138 1113811 11138 13386 11402 11402 11402 11402 A- 34'8" 1 4'9"4 , 4'11" I 3'10"11 , 3'8"15 _, 3'8"15 _, 3'10"11 _, 4'11" I 4'9"4 1, 4'9"4 9'8"5 13'7" 17'4" 21'0"15 24'11"11 29'10"11 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) De /CSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph PL 21.2 Ce:1.1 VERT(LL): 0.519 M 794 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.038 M 397 240 S 12126/- /- /- /715 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.123 J - - I 13224/- /- /- /724 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 21.22 ft HORZ(TL):0.246 J - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 S Brg Width=5.5 Min Req=3.2 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.958 I Brg Width=5.5 Min Req=3.5 BCDL:4.2 psf Bearings S&I are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.802 Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI:0.909 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 476-8061 E-F 295 -5063 Lumber Wind B-C 416-7073 F-G 369 -6373 C-D 353-6022 G-H 460 -8068 Top chord 2x4 DF-L#1&Bet. Wind loads and reactions based on MWFRS. D-E 295-5063 H-I 512 -9269 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 7641 -450 N-M 5935 -343 Top Chord:1 Row @12.00"o.c. R-Q 7606 -449 M-L 7514 428 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) Q_p 6623 -389 L-K 7514 428 Webs :1 Row @ 4"o.c. P_O 6623 -389 K-J 8744 -483 Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row 0-N 5628 -329 J-I 8787 484 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 548 -24 N-F 102 -1803 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-Q 58 -954 F-M 1783 -93 TC:From 71 plf at 0.00 to 71 plf at 34.67Q-C 1042 -54 M-G 106 -1974 BC:From 7 BC:1138 lb Conc.lLoad at 0.73,2.73,at 0.00 to 7 4173,6.73 at 34.67r" 294PE R�O PROFcS C-O 75-1230 G-K 1739 -83 8.73,10.73,12.73,14.73,16.73,18.73,20.73,22.73 1PlE' AO O-D 1295 -71 K-H 51 -1158 BC:3386 lb Conc.Load at 24.97D-N 80-1316 H-J 683 20 BC:1402 lb Conc.Load at 26.73,28.73,30.73,32.73 E-N 3086 -172 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite OREGON [5] W3X5 S 2.75 [8] W5X5 3.50 L 1.25 [12] W5X5 3.25 R 1.25 [13] W5X5 3.50 L 1.25 1,1 r.,, 14 2ooa C [17] W6X8 S 1.75 [18] W5X5 3.50 R 1.25 �S <� [19] W5X5 3.25 L 1.25 [23] W5X5 3.50 R 1.25 S e II Ta '4 [26] W3X5 S 2.75 r,,,,. , I I I 10/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,'any failure to build the ,W RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com,ICC:www.iccsafe.orq Sacramento,CA 95828 I r , SEAN:117627/ T1 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52094 Truss Label: B BFR / RTT 10/25/2018 6'3"13 I 11'9"15 I 1T4" I 22109 _I 28'4'3 I 34'8" 6'313 5'61 5'6"1 5'6"1 5'61 6'3"13 =5X5 E I -I- 12 3X5 3X5 4 p D F 1.5X444eN. 7 1.5X4 to C G 1- m I B _ H A � _ rTr 1 �� I 3X10(81) =3X5 =3X7 =4X5 =3X5 m3X10(81) r 34'8" 1 1'6" 9'014 8'3"2 8'3"2 9'014 1'6" I— I 9'0"14 I 17,4" I 25'7"2 I 34,8" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.353 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 /- /- /660 /64 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.97 ft HORZ(TL):0.227 J - - Wind reactions based on MWFRS NCBCLL:10.00 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. Rep Fac:Yes Max Web CSI:0.828 Members not listed have forces less than 375# Spacing:24.0" 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:15.02.00C.1217.16 B-C 792-3711 E-F 603 -2371 Lumber C-D 739-3339 F-G 739 -3339 D-E 603-2371 G-H 792 -3711 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-M 3461 -678 K-J 2853 -553 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section M-L 2853 -546 J-H 3461 685 L-K 2853 -553 301.5. 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-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 r" 294PE O PRo, 9 OREGON 13{/ SLY 14,2.4" QI Sell Tare 10/25/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlin shippin 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 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 B3,B7 or B10, as applicable. Apply plates to each face of truss andposition as shown above and on the Join,Details, unless noted otherwise. D �� efer to ALPINE N 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 AN ITW COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proiessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 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 SEAN:117628/ T2 / GABL Ply: 1 Job Number: 1115073 Cust:R R7175 JRef:1 WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51704 4 V Truss Label: BGE BFR / RTT 10/25/2018 1 T4" 34'8" 174" I 17,4" 5M5 12 co v B iilII Il � Y 3X5(A1) _H =3X5(A1) 348" 6"�- 34'8" 1'6" 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.004 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 EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.97 ft HORZ(TL):-0.003 G - - B Brg Width=416 Min Req=- NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.388 Members not listed have fomes less than 375# 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:15.02.000.1217.16 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 �4% O PRQpco- Wind loads based on MWFRS with additional C&C �\, GIN iso member design. r1 �` 83294PE 7 Additional Notes cr. 00.- Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. OREGON See DWGS A12030ENC101014,GBLLETIN1014,& 'A SLY 200'9 C GABRST101014 for gable wind bracing G 14 to requirements. sSell Tan r.":,a rail] t r 10/25/2018 **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 shippin installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)ter 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 ri4id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7,_or B10, ./A11\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_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the m roWp�Y truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the deskin shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec"2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this lob's general notes page and these web sites:ALPINE:www.alpinertw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orp I SEAN:117629/ T28 / GABL Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51892 Truss Label: A2GE BFR / RTT 10/25/2018 I, 16'9" 32'11"10 I 16'9" I 162"10 3'5"—'{(- T =M5 12 ii — 4 V to ED _ LA to B T•r /-----//.-----//------//-----/.--------// =3X5(A1) AJ =3X5(81) — 5X5 A 3211"10 A -1 I '6" 32'11"10 32'11"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI 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 Lm Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 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* 165 /- /- /54 /11 /6 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.001 W - - AJ*141 1- /- /46 /5 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.003 I - - 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=209 Min Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.386 Req=- BCDL:4.2 psf Bearings B&AJ are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.065 Spacing:24.0" C&C Dist a:3.30 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:15.02.00C.1217.16 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 r' 294 Wind loads based on MWFRS with additional C&C (� 1:member design. r1G7Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. O R E G O N See DWGS A12030ENC101014,GBLLETIN1014,& SLY 14,Zona GABRST101014 for gable wind bracing Ci requirements. SSec. ll Tahc�i 10/25/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinfDetails, unless noted otherwise. Defer to ALPINE NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANr,,,, ,,,, 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 essional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 S-ec.2. 8351 Rovana Circle For more information see this lob's general notes pane and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinstorg;SBCA:www.sbdndustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 I " SEQN:117677/ T29 / COMN Ply: 1 Job Number: 1115073 Cust:R R7175 JRef:1WfH71750017 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51518 Truss Label: A2 BFR / RTT 10/25/2018 I 6'3"8 I 11'5"4 I ' " 16'9" I 22'0"12 I 27'2"8 I 33'0"8 638 5'1"12 5392 5392 5192 510" .5X5 -1- E 4 12 .s, 4.---3X5 , 93F5 o 1.5X417 '441.100;5e C to tr to BX. H 3'15 A....,:>...1.-- rri � , 6E13 X 0(81) =3X5 L K=4X5 B23I =3X7(81) =3X7 1 33'0"8 1 I_1'6"-I 8'5"6 _I 8'3"10 I 8'3"10 I 711"14 '1 8'5"6 169" 25'0"10 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.90 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.310 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.633 K 621 240 B 1523 /- /- /631 /69 /61 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.097 I - - H 1402 /- /- /589 /56 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.198 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 20.87 ft Code I 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: 0.775 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.989 Bearing B is a rigid have fo. Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.743 Members not listed have forces less than 375# FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:AnyChords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 B-C 757-3517 E-F 583 -2244 Lumber C-D 723-3210 F-G 728 -3074 D-E 570-2243 G-H 772 -3345 Top chord 2x4 HF#2 Bot chord 2x4 HF#2:B2 2x4 DF-L#2: Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-L 3277 -675 J-I 2653 -532 Bottom chord checked for 10.00 psf non-concurrent L-K 2702 -554 I-H 3098 -670 bottom chord live load applied per IRC-12 section K-J 2653 532 301.5. 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 123 -394 E-K 1006 -204 L-D 476 -63 K-F 204 -777 D-K 216 -831 F-I 378 -72 r 4PE 7 OREGON 13G ICY 14,2e�� e, SSeII Tarot "-1.,. . I I I 10/25/2018 "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 an9 SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanentateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Applplates to each face ortruss and position as shown above and on the Join Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w ITW 020.11111,1Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of proiessionar engineering responsibility solely for the design shown. The suitability9 and use of this dawing for any structure is the responsibility of the Building Designer per 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.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 SEQN:117675/ T30 / COMN Ply: 3 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51503 Truss Label: A2G BFR / RTT 10/25/2018 I 5 t 3 Complete Trusses Required I 4'0"l I 6'1"111I 11'5"6 I 16'9" I 22'0"10 I 27'4"5 i 33'0"8 4'0"1 2'1"1d 5'3"10 5'310 5'3"10 5'3"10 5'8"3 1114X5 E T >4Xi 3X5 ,4X3X5 WS T2 G ill o3g5 \ i eSS05A14(B9R W3 W4 =3X7HA1) -Y e -1 I NE m D E-. P 0 I111.5X4 6X 2[7] =4X8[9] m4X8[14]4X5 =3X5 1111.5X4 Al- 33'0"8 1 4'0"1 2'11 5'3"105'3"10 5'3"10 5'3"10 5'8"3 4,0"1 6,1"11' 11,5"6 I 16,9" 22,0"10 I 27'4"5 I 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.389 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.786 M 500 240 p 11304/- 1- 1- /685 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.088 I - - H 3386 /- /- /- /195 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.178 I - - Wind reactions based on MWFRS Mean Height:21.12 ft NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 P Brg Width=5.5 Min Req=4.0 TCDL:6.0 psf H BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.940 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.951 Bearing P is a rigid surface. Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.940 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 18SS,WAVE VIEW Ver:15.02.000.1217.16 A-B 660-10930 E-F 167 -2789 Lumber B-C 663-10941 F-G 177 -2989 Top chord 2x4 DF-L 2400f 2.0E:T2 2x4 HF#2: Additional Notes C-D 306-5079 G-H 176 -2999 Bot chord 2x6 DF-L 2400f-2.OE:B2 2x6 HF#2: "'DO NOT TURN TRUSS END-FOR-END"`" D-E 167-2788 Webs 2x4 HF Std/Stud:W3 2x12 DF-L#2: :W4 2x6 HF#2: Maximum Bot Chord Forces Per Ply(lbs) :W5 2x4 DF-L StdlStud: Chords Tens.Comp. Chords Tens. Comp. Nailnote A-O 10349 -624 L-K 2814 -166 Nail Schedule:0.120"x3",min.nails O-N 10351 -625 K-J 2814 166 Top Chord:1 Row @12.00"o.c. N-M 8898 -542 J-I 2827 -165 Bot Chord:2 Rows @ 5.50"o.c.(Each Row) M-L 4670 -280 I-H 2823 164 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal Maximum Web Forces Per Ply(lbs) spacing between rows and stagger nails in each row Webs Tens.Comp. Webs Tens. Comp. to avoid splitting. N-C 3868 -227 D-L 155 -2527 Special Loads C-M 279-4490 E-L 1624 -82 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) M-D 2087 -112 TC:From 71 plf at 0.00 to 71 plf at 33.04 PRO BC:From 7 plf at 0.00 to 7 plf at 6.14 '1' FFS BC:From Ib Conc.Load at 2 00 at 6.14 to 14 plf at 33.04 CI .10(N F� s'0 BC:2874 lb Conc.Load at 4.07 � 83294PE 7 BC:8934 lb Conc.Load at 6.14 '- Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite OREGON [7] W6X12 S 4.00 [8] W4X12 S 1.25 [9] W4X8 S 1.25 [10] W4X8 S 1.25 , 'V v 14 200 C. [14] W4X8 1.75 R 1.50 °sell Tarft Wind 1 1 r Wind loads and reactions based on MWFRS. 10/25/2018 "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 ana SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have brace-1g installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join,Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawingg,any failure to build the truss in conformance with ANSI/TM1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge, listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 1 SEON:117681/ T10 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 12 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51548 Truss Label: Al BFR / RTT 10/25/2018 51"2 I 10'4"14 I 15'8"10 I 20'10"6 I 26'8"6 5'1"2 5'3"12 5'3"12 5'1"12 5'10" =4X5 D 12 4 p �� 3X5 3X5 C E x, o IIIA35 '\1400;7(4 rn T B, ,� T 10 N1J�j({ 1 kJ . I, . c!„„ 112 III 5X4[4] =3X5 m3X7 I =3X5 =4X5(61) =3X5 1 26'8"6 i 2'5"4 T11"10 8'3"10 _ 7'11"14 F 2'5"4 I 10'4"14 18'8"8 I 26'8"6 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): 0.159 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.326 H 974 240 M 1134 /- /- /476 /65 /56 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.052 H - - G 1138 1- /- /478 /61 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:21.20 ft HORZ(TL):0.106 H - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 M 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: 0.614 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.779 Members not listed have forces less than 375# Rep Fac:Yes Max Web CSI:0.713 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): B-C 226 -879 E-F 549 -2326 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 C-D 406-1440 F-G 593 -2609 Lumber D-E 395-1440 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table K-J 1226 -225 I-H 1912 -378 J-I 1912 -378 H-G 2404 -502 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.50 Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading B-L 297-1133 J-E 206 -797 Bottom chord checked for 10.00 psf non-concurrent B-K 1062 -219 D-J 505 -103 bottom chord live load applied per IRC-12 section 301.5. K-C 212 -772 E-H 408 79 Wind Wind loads based on MWFRS with additional C&C member design. r QROp Left end vertical not exposed to wind pressure. ., 94PE OREGON p(0 ''CY 14,20- ei Ss0ll TavNqc .ar>,.. I I 10/25/2018 *WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin, shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-bassoonaf 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/TP!1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq SEAN:117679/ T38 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52110 Truss Label: A BFR / RTT 10/25/2018 5'1"2 I 10'4"14 I 15810 I 20'10"6 I 27114 5'1"2 5'3"12 5312 5'112 6'3"8 =4X5 12 D 4 p .. — 3X5 -'-3t5 X C g A u1 1113X5 O '4111111111400A B 1.5X4 iir n T , F v zoa) to \N J_ 1 .;gal ry raa r+ w., H 3_�5 1111.5X4[4] =3X5 .3X7 3X5 =3X5 =4X5(A2) I" 271"14 1 2'5"4 I 711"10 8'3"10 I 8'5"6 I 16" 2'5"4 10'4"14 18'8"8 271"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.160 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.327 I 989 240 N 1149 /- /- /483 /62 /64 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.050 D - - G 1275 /- /- /537 /72 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 20.87 ft HORZ(TL):0.103 D - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 N 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: 0.521 Req=2.1 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.705 Bearing G is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.751 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:15.02.000.1217.16 B-C 229 -893 E-F 554 -2460 Lumber C-D 411 -1467 F-G 590 -2772 D-E 395-1466 Top chord 2x4 HF#2 Botchord2x4 Maximum Bot Chord Forces Per Plylbs Webss2x4HF Std/Stud#2 (lbs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table L-K 1245 -208 J-I 1975 -370 JT Plate Chord JT Plate Chord K-J 1975 -370 I-G 2573 -497 No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.50 Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent B-M 301 -1150 D-K 518 -105 bottom chord live load applied per IRC-12 section B-L 1080 -222 E-I 499 -67 301.5. L-C 214 -782 I-F 124 -406 Wind K-E 215 -840 Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. ���so PROFESS O�5 �GtNtco �O 4/ 83294PE y Cr �r OREGON 13� SLY 14,200 0 Ss ell Tat' 10/25/2018 "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 SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for Permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 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 ,,,,,ITW MANNY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro essronalq engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this fob'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 SEQN:117634/ T39 / GABL Ply: 1 Job Number: 1115073 Gust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52034 Truss Label: AGE BFR / RTT 10/25/2018 10'4"14 271"14 10'4"14 16'9" 0"191,4" II (TYP) .4X5 12 4 p PI T oA �, T _ a 0 ' (V T 1 - 4 - - L - - L 4I I6 4 L 4 4 o L -6i $ U are AO./.-,---"'',/.-/'-.. ./-/-- /-V,-'-/-'/'/''/'-,/ , --"''.. ../ -,-' /' V 3X5 m2X4(A1) r 27'1"14 27'1"14 _I 1'6" 27'1"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria •Maximum Reactions(lbs),or"=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 V 999 240 AO"154 /- /- /47 /6 /9 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.002 Q - - AF"159 /- /- /51 /13 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.004 A - - Wind reactions based on MWFRS Mean Height:20.87 ft AO BrgWidth=133 Min Req=- NCBCLL:10.00 TCDL:6.0psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.384 AF Brg Width=192 Min Req=- BCDL:4.2 psf Bearings AO&AF are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.057 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.151 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 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. ���EO PROF-r„ Wind Wind loads based on MWFRS with additional C&C •' , O 1 N F� �0 member design. C9 !�, 1' 'L Lt., 83294PE 7' Left end vertical not exposed to wind pressure. LC' „or' Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require OREGON reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. �G Z&V 14,20oa 2 See DWGS A12030ENC101014,GBLLETIN1014,& `r-ell Tan�� GABRST101014 for gable wind bracing requirements. ..r., , r , r 10/25/2018 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS031357OR 97113 Component Safety Information,by TPI and SBCA)tosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN 1M COMPANY 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 praessronar engineering responsibility solely for the design shown. The sur bility 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 oec.2. Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpinedw.wm:TPI:www.lpinst.oro:SBCA:www.sbcindustrv.com,ICC:www.iccsafe.orq r SEQN:117635/ T27 / HIPS Ply: 2 Job Number: 1115073 Cust:RR7175 JRef: 1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51675 Truss Label: SDG BFR / RTT 10/25/2018 I S 5 2 Complete Trusses Required 5'11'4 I 108" I 163" I 19'10" I 24'692 I 30'0"8 5'11"4 4'892 4'7" 4'7" 4'892 6592 12 4i - =5X610 =3XDT2 5 I111.5 = X4 3X5 =5X12 E F To- __ _ io NM =3X1u0(A1) N A GG 1 3_1s0"- III I'A Sy12 K=3X10(A1) 1111.5X4 =3X7[9] =3X7 -.H0508 =4X8[17] III1:X4 A 30'0"8 i 5'11"4I 4'8"12 I 4'7" I 4'7" I 4'8"12 5'5"12 5'11"4 10'8" 15'3" 19'10" 24'6"12 30'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) 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): 0.544 D 657 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.084 D 329 240 N 2808 /- /- /- /147 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.078 B - - G 2874 /- /- /- /148 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.156 B - - Wind reactions based on MWFRS Mean Height:19.32 ft N BrgWidth=5.5 Min NCBCLL:0.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Req=2.3 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.806 G Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.690 Bearing N is a rigid surface. Rep Fac:Varies byLd Case Max Web CSI:0.984 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.16 A-8 209-4073 D-E 327 -6020 Lumber Wind B-C 291 -5470 E-F 291 -5384 C-D 327-6020 F-G 201 -3820 Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: Wind loads and reactions based on MWFRS. Botchord2x6 Maximum Bot Chord Forces Per Plylbs Webss2xx4 HF Std/Stud SS (lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-M 3854 -195 J-I 5444 -296 Nail Schedule:0.120"x3",min.nails M-L 385 -195 I-H 3595 -187 Top Chord:1 Row @12.00"o.c. L-K 5524 -296 H-G 3606 -187 Bot Chord:1 Row @ 9.50"o.c. K-J 5444 -296 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails - in each row to avoid splitting. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads ---(Lumber Dur.Fac=1.15/Plate Dur.Fac.=1.15) B-L 1764 -104 E-I 30 383 TC:From 71 plf at 0.00 to 71 plf at 5.94 C-K 536 34 I-F 1931 112 TC:From 36 plf at 5.94 to 36 plf at 24.56 K-E 622 -34 TC:From 71 plf at 24.56 to 71 plf at 30.04 BC:From 7 plf at 0.00 to 7 plf at 30.04TC: r" cI4PE p PFRO BC: 5775 lb Conc.Load at 2.00,28.50 ' . ' BC: 232 lb Conc.Load at 6.00,8.00,10.00,12.00 OBC: 251lb Conc.Load at 14.00,14.50,16.50,18.50 20.50,22.50,24.50 Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite [9] W3X7 1.50 R 1.25 [17] W4X8 2.25 L 1.50 13 C �Ly 14 Zooms Purlins 6'801 Ta0��� In lieu of structural panels use purlins to brace all flat r, . , r 1 TC @ 24"OC. 10/25/2018 *'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 ana SBCA)f'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properryiy attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing Linstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 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 vm m rnNr 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 proressiona engineering responsibility solely for the design shown. The suit-ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 " SEQN:117671/ T33 / COMN Ply: 3 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52234 Truss Label: SDG1 BFR / RTT 10/25/2018 I - 5 t 5 3 Complete Trusses Required 31110 _I 7114 I 12'9"3 I 17'8"13 22'6"12 , 26'6"6 I 300"8 _, 3'11"10 3'11"10 4'9"15 4'11"11 4'9"15 3'11"10 3'6"2 4 12� =1012("")(1) 111.5DX4 T23E5 ----z-1012r)(1) " T - 3B5 _ 3X5 T3 W4 �5X12(B10R) isi A H 1 J_ib r ■ Y I FF22 4X16(B7R) 1111.5X4[5] 1114X5[7] =4X8[12] =H0710 JB2 1111.5X4 1114X5[20] A 30'0"8 j 3'11"103'11"10 4'915 4'1111 4'915 3'11"10 3'6"2 3'11"10 I 7'11"4 I 12'9"3 I- 17'8"13 I 22'6"12 I 26'6"6 I 30'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.611 D 584 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.221 D 292 240 0 8926 /- /- /443 /555 /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.112 I - - H 8934 /- /- /441 /562 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.224 I - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:19.65 ft Code/Misc Criteria Creep Factor:1.5 0 Brg Width=5.5 Min Req=3.2 TCDL:6.0 psf H Brg Width=- Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.947 Bearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.975 Members not listed have forces less than 375# Spacing:20.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.608 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _ Wind Duration:1.60 WAVE,HS VIEW Ver:15.02.000.1217.16 A-B 511 -8222 E-F 589 -9424 Lumber Purlins B-C 487-7804 F-G 468 -7481 C-D 597 -9552 G-H 458 -7296 Top chord 2x4 HF#1&Bet.:T2 2x6 HF SS: In lieu of structural panels use purlins to brace all flat D-E 597 -9550 :T3 2x4 HF#2: TC @ 24"OC. Bot chord 2x6 DF-L SS:B2 2x6 HF SS: Webs 2x4 HF Std/Stud:W4,W8 2x4 DF-L#2: Wind Maximum Bot Chord Forces Per Ply(lbs) Wind loads based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Nailnote A-N 7793 -484 K-J 7039 -440 Nail Schedule:0.120"x3",min.nails N-M 7764 -483 J-I 6886 -432 Top Chord:1 Row @12.00"o.c. M-L 7319 -456 I-H 6890 -432 Bot Chord:2 Rows @ 3.50"o.c.(Each Row) L-K 9460 -593 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row Maximum Web Forces Per Ply(lbs) to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads N-B 381 -15 K-F 2699 -168 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) M-C 1193 -65 F-J 970 -52 TC:From 59 plf at 0.00 to 59 plf at 30.04C-L 2510 -158 BC:From 6 plf at 0. BC:1149 lb Conc. � � .Load at 2.06,4.06 to 6pif at 30.04 � EQ PRQpcz, BC:1134 lb Conc.Load at 6.06,8.06,10.06,12.06 \g G t N F /0 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 ,pPPPP 0,t83294PEPlating Notes (**)2 plate(s)require special positioning.Refer to " scaled plate plot details for special positioning requirements. OREGON Plate Shift Table JT Plate Chord JT Plate Chord �(i Llv 14,20�a CO No Size Shift Bite No Size Shift Bite S's Ta1�q'C [5] W1.5X4 S 2.75 [7] W4X5 2.25 R 3.25 [12] W4X8 3.25 L 2.00 [20] W4X5 S 3.50 r . 58.514 1 1 10/25/2018 **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,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety actices prior to performing these functions. Installers shall provide temporary 1503)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 bracinp 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 ,,,,[WV COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of proressionai engineering responsibility solely for the design ANSI/TPI 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com,TPI:www.Ipinstorg:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org r SEQN:117669/ T13 / GABL Ply: 1 Job Number: 1115073 Cost:R R7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52048 Truss Label: GGE BFR / RTT 10/25/2018 I" 8' _I 16' H 8' 8' I--1'4""I (TYP) I- 4' I =4X5 F �3X5t16] T 12 GG_ ,r 0 4 - (S) =� (S) ,,, ,„0....1 il /A. _'�� li, 1 BJq 1wI I I a K - 1 2X4(A1) Q 01111.5X4[17] =3X5(A1) =3X5 r 5292 1 10'9"4 A I-1'6" I 16' -I-1'6"-{ 16 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.108 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.257 L 491 240 B 562 1- /- /232 /43 /53 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.022 I - - Q 646 /- /- /233 /15 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.052 I - - J 845 1- /- /332 /48 /- Mean Height 15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 Soffit 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.470 B Brg Width=3.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.703 Q Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2J Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.210 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:15.02.000.1217.16 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B-F 228 -720 G-J 303 -1227 Top chord 2x4 HF#2 Provide lateral wind bracing per Alpine wind bracing F-G 241 -787 Bot chord 2x4 HF#2 details or per engineer of record.2X3 studs require Webs 2x3 HF#2:W1 2x4 HF Std/Stud: 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-O 655 -86 N-J 1100 -200 requirements. O-N 1082 -195 Plate Shift Table Plate Chord JT Plate Chord (S)2x4 x 8'0"HF#2 or better field applied JT No Size Shift Bite Size Shift Bite scab required to allow notches 1.5"deep.Align Maximum Web Forces Per Ply(lbs) scab 1.5"below top edge and attach to one Webs Tens.Comp. [16] W3X5 S 1.25 [17] W 1.5X4 S 2.50 face of truss with 10d nails(0.128"x3")at 6"o/c. Loading O-G 235 -905 Truss designed to support 1-0-0 top chord outiooker 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-O 523 -141 G-N 437 -93 No knots or other lumber defects allowed within 12"ofr PROp, notches.Do not notch in overhang or heel panel. SS Bottom chord checked for 10.00 psf non-concurrent ottom chord live load applied per IRC-12 section 94PE301.5. 9 Wind Wind loads based on MWFRS with additional C&C member design. OREGON 13G Vj.y 14,209 Q, Ssell Tare 10/25/2018 ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Componentsotoregon,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)t8'safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,,,,,,,,C,P,,,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 pessiona engineering responsibility solely for the design shown. The suitability and use of this droawing for any structure is the responsibility of the Building Designer per ANSIfTPI 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.tpinst0rg;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 • a SEQN:117638/ T16 / COMN Ply: 1 Job Number: 1115073 Cost:RR7175 JRef:1WfH71750017 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51455 Truss Label: G BFR / RTT 10/25/2018 I 8' _I 16' -1 8' 8' 6X6 C 12 _ T 4 LU i B D In 1 3.1 A _ 0 �- E 1 F 3X5(A1) III 1.X4 3X5(A1) A 5712 A- 10'9"4 - H 1'6"_ I_ 8 _I 8' I -1'6"---I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSl 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): 0.052 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 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.031 F - - D 765 /- /- /342 /2 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code I Mise Criteria Creep Factor:1.5 TCDL:6.0 psf BBr Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.972 9 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 WidthG,=D5. id s r ac . 1.5 9 Bearings B,G,&D are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have fomes less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 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. r" 294PE PROG >'4 O'9 OREGON 13� ZLr14,200 0 SSeil Tac' 10/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357-2118US OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503) Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the WAN COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,Indicates acceptance of professronai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 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 SEAN:117639/ T24 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51938 Truss Label: G1 BFR / RTT 10/25/2018 7'5"8 15'5"8 I 7'5"8 8' .#'5X5R1) 12 133 T4 V 1► . ,_ ._ ,_._N A C M 1 + — e �' p 33y5 F E 3X5(81) III 1.5X4 =2X4(A1) 1 4,8„4 A 10'9"4 1 7'5"8 1 8' I 1'6 --I7'5"8 15'5"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.055 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 1- /- /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 HORZ(TL):0.035 E - - C 765 /- /- /342 /3 /- Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.991 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 Rep Fac:Yes Max Web CSI:0.103 C Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Bearings A,F,&C area rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have fomes less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 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. r" 294PROp PE G(N SS OREGON 13 v ` 'LY 14,26°,' C. Sseil Tangs 10/25/2018 "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)fOsafe actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the yN,,,y W..' truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of DroTessronaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI I 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.lpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 I • SEQN:112767/ T23 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51922 Truss Label: G2 BFR / RTT 10/25/2018 611"6 14'11"6 H6,11„6 8' H 12 .4 5X5(R1) T 4 � 44 In NA iO 1 T - J— D 3y15 1114X8(G1) F = E III 1.5X4 =2X4(A1) • 4'2"2 1 10'9"4 1 6'11"6 8' 6'11"6 I 14'11"6 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 Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf: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): 0.127 E 999 240 A 594 /- /- /238 /- /39 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 E - - F 91 /-16 /- /51 /3 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):0.029 E - - C 760 /- /- /341 /2 /- NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf A BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.988 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.648 F Brg Width=5.5 Min Req= 1.5 Rep Fac:Varies by Ld Case Max Web CSI:0.105 C Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft 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 350-1086 B-C 335 -1078 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Loading A-E 1908 -476 E-C 954 -238 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MW FRS with additional C&C member design. r PROr-,c-,s. INFP �O94PE y OREGON 134..... SLY 14,200 Fl Sell Tatgi 10/25/2018 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face otptruss 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 „""„v„m,,,,ner truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page listing this drawing,indicates acceptance of processional engineering responsibility solely or the desi n shown. The sulfabilrty and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.fpinst.00;SBCA:www.sbdndusiry.corn.ICC:www.iccsafe.or9 _! SEQN:112770/ T22 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51674 Truss Label: G3 BFR / RTT 10/25/2018 1'5"8 9'5"8 I- 1'5"8-I- 8' 'I 12 4 L_...-- ..7.v _ 6X6R 1) 3 -T Ar0 T u, T N N m to— t1 11 = „ D E s370 HG FTT 1111.5X4[4]=3X5 =2X4(A1) 1 9'5"8 'i 1'S"8 8' 1,5"8 9,5"8 1 1'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.057 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.111 F 995 240 H 399 /- /- /174 /0 /44 BCDL: 7.00 Risk Category:ll Snow Duration:1.15 HORZ(LL):-0.021 F - - D 557 /- /- /255 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.041 F - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 H Brg Width=- Min Req=- TCDL:6.0 psf D B Width=5.5 Min Re Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.832 r9 q= 1.5 BCDL:4.2 psf Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.542 Rep Fac:Yes Max Web CSI:0.373 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 C-D 124 -478 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud B-G 207 -527 F-C 233 -393 B-F 731 -271 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. r PROP Left end vertical not exposed to wind pressure. 1NF /94PE OREGON SSeII Tar 1 10/25/2018 **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)ter safety practices prior to performing these functions. Installers shall provide temporary (5031 357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, 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 Mi ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro7essronaf 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 iob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinsl.org,SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 • Y SEQN:117642/ T5 / GABL Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51721 Truss Label: CGE BFR / RTT 10/25/2018 6'4" 178" 6'4" 6'4" I- 3'8" -I -1'4"--I (TYP) 4X5 12 41pou — - rc, fV B H . . 3y15 A 11 2X4(A1) ==-2X4(A1) �- 178" -1 1,6,E I1'6" _I 1,6,E 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 Pf: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- /- /51 /28 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 J - - Wind reactions based on MWFRS KzDes Ld: 42.00 EXP:B Heigh NA HORZ(TL):-0.003 J - - B Brg Width=152 Min Req=- Mean Height:19.13 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.385 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.15.02.000.1217.16 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. EO PROF Wind •(�C•R FS'1S Wind loads ign.ds based on MWFRS with additional C&C O �N4G 9�E�� X0mem9 832 Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 OREGON studs of the same grade. See DWGS A12030ENC101014,GBLLETIN1014,& "".V 14,200 ` `e. GABRST101014 for gable wind bracing SSC it Tari requirements. r r 10/25/2018 'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! now 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)f8safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. 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 mom, 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 Exam-mortar engineering responsibility solely for the design shown. The suitability and use of this dExam-mortarawing 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.orq Sacramento,CA 95828 6 r SEQN:117661/ T6 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51720 Truss Label: CG BFR / RTT 10/25/2018 3'9"14FI 6'4" { 8'10"2 , 12'8" H 3'9"14 2'6"2 2'6"2 3'9"14 12 =4X5 T 4V 3X5 3X5 B D v orro milk CV 1 A E 3y15 8 al I =:,----.. H G F 3X7(A1) 1113X3[5] 3X7[10]= 1111.5X4[12] -4X5(A1) A 12'8" 3'9'1426 I 2 26 I 2 39 I 14 H 3'9"14 6'4" 8'10"2 12'8" 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): 0.097 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.190 G 782 240 I 1372 1- /- /- /54 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.025 F - - E 1161 /- /- /- /44 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:19.38 ft HORZ(TL):0.049 F - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 I Brg Width=5.5 Min Req=2.3 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.422 E Brg Width=5.5 Min Req= 1.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.915 Bearings I&E are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.590 Members not listed have forces less than 375# FT/RT:2 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any (0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 A-B 119-3012 C-D 88 -2152 Lumber B-C 88-2154 D-E 112 -2814 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Special Loads A-H 2842 -108 G-F 2621 -103 H-G 2805 -109 F-E 2647 -102 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 12.67 BC:From 7 plf at 0.00 to 7 plf at 10.17 Maximum Web Forces Per Ply(lbs) s) BC:From 14 plf at 10.17 to 14 plf at 12.67 Webs Tens.Comp. Webs Tens. Comp. BC: 254 lb Conc.Load at 1.67,2.17,4.17,6.17 H-B 466 0 C-G 1158 -24 8.17,10.17 B-G 34 -886 G-D 28 -678 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W3X3 S 1.75 [10] W3X7 S 1.25 [12] W1.5X4 S 2.75 Ep PROF Loading �'cs FS,S Bottom chord checked for 10.00 psf non-concurrent -5 G t N F /0 b .5. boto chord live load applied per IRC-12 section ��0 g3294PE� y 4) 2 /" Wind Wind loads and reactions based on MWFRS. Additional Notes O R ***DO NOT TURN TRUSS END-FOR-END*** \\ EGON C., �Lr 14,420°a Q/ ' ell Tart4 10/25/2018 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fOr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to �1 ,PL N E drawings 160A-Z for standard plate positions. '4 Alpine,a division of ITW Building_Compon nts Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wmvorr COMPANY truss in conformance with ANSI/ PI 1,or tor handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagelisting this drawing,indicates acceptance of oroTessional 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 1 Sgec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindusiry.com;ICC:www.iccsafe.org Sacramento,CA 95828 • M SEQN:117644/ T15 / GABL Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1 WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51877 Truss Label: FGE BFR / RTT 10/25/2018 F 5'6" 11' 5'6" 5'6" 2,10" F_1'4"--I (TYP) 4X5 12 E I 4V _ to N B a H ytfi A ■ ■ ■ ■ ■ I 1 2X4(A1) a---2X4(A1) • 11'11' -{ 1,6„ I 11' I 1,6„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CS!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 U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 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 N 999 240 B* 161 /- /- /54 /37 /5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 N - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):-0.001 N - - B Brg Width=132 Min Req=- NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Bearing B is a rigid surface. TCDL:6.0 psf 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:0.025 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 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. 0 PROF Wind FSS Wind loads based on MW FRS with additional C&C �� tG t E� �O member design. LrJO 83294PE Additional Notes 000.- • Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 OREGON studs of the same grade. See DWGS A12015ENC101014,GBLLETIN1014,& �4 2LY 14,200 e/ GABRST101014 for gable wind bracing sS�'ll Taog� requirements. e.r , r t t t 10/25/2018 "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 498 Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fay 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 propely attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 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 N ITW COWAN truss in conformance with ANSI/TPI 1,or for handlinq,,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessronal engineering responsibility solely for the desi n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sgec.2. 8351 Rovana Circle For mom information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinstari;SBCA:www.sbcindustry.com,ICC:www.iccsafe.orq Sacramento,CA 95828 N • SEQN:117645/ T9 / GABL Ply: 1 Job Number: 1115073 Cust:R R7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51643 Truss Label: HGE BFR / RTT 10/25/2018 3' 6' F3' -I- 3' -I 12 =4X5 4 V C T T i.,, B D _ i� 31 i.:3)1A E 1 III 1.5X4 I- 6' { I-- 1.6.. I_ 3' I_ 3' I 1'6"—I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.001 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 /- /- /62 /91 /7 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 F - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 Mean Height 15.00 ft HORZ(TL):-0.001 F - - B Brg Width=72.0 Min Req=- NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Bearing B is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.406 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:15.02.00C.1217.16 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 ��v�p PRO% Wind loads based on MWFRS with additional C&C c� 40 1 N EF �O member design. 0 4i 83294PE 7' Additional Notes ......- Provide ,Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. OREGON See DWGS A12015ENC101014,GBLLETIN1014,& 13 'ZLy 14ZOoa GABRST101014 for gable wind bracing ‘Y's it requirements. sell Tar 10/25/2018 '"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)Mrsafe y practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to, q PINE N E 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 ,,,rr,,, ,,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of tnissesA seal on this drawing or cover page listingthis drawing,indicates acceptance of proTessiona engineering responsibility solely for the design shown. The suitability and use f this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.corn;ICC:www.iccsafe.org Sacramento,CA 95828 SEQN:112764/ T17 / COMN Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52188 Truss Label: HG BFR / RTT 10/25/2018 3' 6' H 3' 3' 12 4 V =4X5 B T - _0 _ i-, A C i TTTT - III 1.5DX4 2X4(A1) --2X4(A1) k 6' A I3 _� 3' -1 3' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.023 D 999 240 A 396 /- /- /- /6 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 D - - C 403 /- /- /- /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.007 D - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 A Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf C BrgWidth=5.5 Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.131 = 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.341 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:0.131 Members not listed have forces less than 375# 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 A-B 7 -737 B-C 7 -736 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 680 -4 D-C 680 -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: 165 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. C�REp PROFESS 0„ "G1NF� �O 88329-WE 7 ' OREGON Iii{, SLY 14,200 17i C. 6\9E111 Tail 10/25/2018 **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 07113 Component Safety Information,byy TPI and SBCA)for safety actices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,w nwm COMPANY truss in conformance with ANSI,TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For mom information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.ipinstor;SBCA:www.sbcindusty.com;ICC:www.iccsafe.org SEQN:117647/ T36 / EJAC Ply: 1 Job Number: 1115073 Cust:RR7175 JRef: 1 WfH71750017 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51735 Truss Label: X BFR / RTT 10/25/2018 III 1.5X4 CD jj N O0 B (V 5 A i11 �_ j =1 F E III 1.5X4 2X4(A1) i 5'11"4 i [-- 1'6" I- 5'11"4 H 5'1 1"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 386 /- /- /174 /13 /49 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.009 F - - E 232 /- /- /101 /14 /- 42.00 EXP:B Kit:NA Des Ld: HORZ(TL):0.018 F - - Wind reactions based on MWFRS Des d: :10.00 Mean Height 19.07 ftNCCode/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E Width=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.429 Brg Req= Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.238 RepFac:Yes Max Web CSI:0.430 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 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. Right end vertical not exposed to wind pressure. r" P 294PE OREGON 13 �Ve 14,2008 Qi �' ell Ta ' 10/25/2018 "'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)fog safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinDetails, 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 W any deviation from this drawing,apy failure to build the AN QCOMPANY 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 orolessionaf engineering responsibility solely for the design shown. The su' bility and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 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.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 ' SEQN:117648/ T37 / EJAC Ply: 1 Job Number: 1115073 Cost:RR7175 JRef:1 WfH71750017 FROM:BB Qty: 7 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51658 Truss Label: X1 BFR / RTT 10/25/2018 III 1.5X4 12 BC 4 ✓ r 'Co CV A 3 5 ,�, . .�10 1 2X4(A1) EIII 1.5X4 r 5'11"4 A 5'11"4 11 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 254 /- /- /112 /1 /39 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 E - - D 251 1- /- /110 /16 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:19.32 ft HORZ(TL):0.026 E - - Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor.1.5 A Brg Width=- Min Req=- TCDL:6.0 psf DBr Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.479 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.327 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.491 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 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. Right end vertical not exposed to wind pressure. 0�5 ��31 N F� >O 83294PE Ce �r OREGON ,z,L4.zO°a 4Sy 18ell Tang eQr F r>,.. , r II 10/25/2018 "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 aria SBCA)fOr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. �tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N,,,, COMPANY truss in conformance with ANSI/TPI 1,or for handling, .1411Wpping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of Dro-fessionai 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.sbcindustry.com;ICC:www.iccsate.org Sacramento,CA 95828 w b SEQN:117649/ T19 / CAJA Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51861 Truss Label: EJ1 BFR / FIT 10/25/2018 3'10"3 FH 3'10"3 12C T 4 " T 5, 1...... B _ 1 Y 3+ 8 CV D 1 2X4(A1) i 5'11"4 I—1'6" I 5'11"4 H F11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.026 D 999 240 B 323 /- /- /154 /10 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.003 D - - C 109 /- /- /38 /10 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.010 D - - D 82 /- /- /45 /- /- NCBCLL:10.00 Mean Height:18.72 ft Code/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: 0.206 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.212 C Brg Width=1.5 Min Req=- D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. r" 294PE PROF OREGON 13�I SLY 14,20'a lZ SSei! Tare r I.,+. r 1 1 10/25/2018 "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)fbr safety 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 B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the v truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro handling, 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/1'P'I 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.ipinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 I SEQN:117650/ 125 / CAJA Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52111 Truss Label: EJG BFR / RTT 10/25/2018 1'10"3 17 1'10"3 12 4 [_.--- C B '@ T T A 3"8 D i 2X4(A1) A- 5'11"4 1 I-- 1'6" I 511"4 H 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh h /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.011 D 999 240 B 256 /- /- /- /32 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - C 77 /- /- /6 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.004 D - - D 75 /- /- /8 /- /- NCBCLL:10.00 Mean Height:18.39 ft Code I Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf B B Width=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.234 r9 Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.177 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.000 D Brg Width=- Min Req=- Loc.from endwall:Any FT/RT:2(0)/4(0) Bearing B is a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 71 plf at -1.50 to 71 plf at 1.85 BC:From 4 plf at -1.50 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 5.94 BC: 21 lb Conc.Load at 2.00 BC: 35 lb Conc.Load at 4.00 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. 'S4.E03 PROFESS &co �G%NFA <O /.0 83294PE � 00/ OREGON 121G SLY 14,200 Ql &Sell Tac' r-r>.. . I ^ i 10/25/2018 "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 46e Trusses require extreme care in fabricatinghandling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MUMtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page COMMW 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 Sgec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 w 1 SEQN:112760/ T12 / GABL Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51502 Truss Label: IGE BFR / RTT 10/25/2018 2'8" 1 310" 2'8" 1'2" H 12 4 V C T —.0111111111111111111 CV A !I- 41 l ' D 2X4(A1) f 3'10" H 2'8"1"- '8" 1'2" 2'8" I 3'10" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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): 0.002 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 E 999 240 A* 96 /- /- /44 /36 /18 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 E - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.002 E - - A Brg Width=46.0 Min Req=- Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Bearing A is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.091 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.060 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.031 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 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. �O v- PRQFcSS Wind .� ,11G1NF� �O Wind loads based on MWFRS with additional C&C O member design. cr i 83294PE .1"' Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require OREGON reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. '` `Ztr 1 a 20°,z to See DWGS A12015ENC101014,GBLLETIN1014,& sS�'�� Tarei< GABRST101014 for gable wind bracing requirements. 10/25/2018 "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 terhporary (503)357-2118 Ext bracing per BGSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appy plates to each face of truss and position as shown above and on the JoinlfDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .,,,,,,00„Pq,,,. truss in conformance with ANSI/TPI 1,or or handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 5-ec.2. 8351 Rovana Circle For mom information see this lob's general notes page and these web sites. ALPINE:www.alpineitw.com;TPI:www.tpinst.orq,SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 a SEQN:112755/ T14 / MONO Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51532 Truss Label: J BFR / RTT 10/25/2018 III 1.5X4 12 CD 4 c T I N r j.• 00 B I 1 N 45 Mi.......111111111111111111 I ►� F E 1111.5X4 2X4(A1) A 3'11"8 311"8 1- 1'6" 3'11"8 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 311 /- /- /153 /2 /30 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.002 F - - E 138 /- /- /67 /1 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.004 F - - Wind reactions based on MWFRS Mean Height 15.00 ft NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E Br Width=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.212 9 q=- P Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.092 RepFac:Yes Max Web CSI:0.104 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 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. r: ° 083294PE .e1 OREGON ~ SLY 14,20fla (L G' ell Tac4� 10/25/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Ap Tplates 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 MOM , ,. truss in conformance with ANSIITPI 1,or for handling,shim pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of Droressfonar 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.orq Sacramento,CA 95828 SEQN:112757/ T11 / MONO Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52033 Truss Label: I BFR / RTT 10/25/2018 12 III 1.5X4 4 V BC CV ill 11 ill II iii T 4"7 r*Era 1 2X4(A1) E D III 1. i 3'10" i 3'10" 310" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 165 /- /- /79 /- /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 E - - D 161 /- /- /79 /3 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.006 E - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 A Brg Width=- Min Req=- TCDL:6.0 psf D BrgWidth=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.195q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.128 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.138 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 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. r" 294PE OREGON 11(, �'LY14,2a°" ' ell Tait/ 10/25/2018 "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 408 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)foo'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to drawungs 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 µw " 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 professlonar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 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.orq Sacramento,CA 95828 t . o SEQN:112762/ T3 / MONO Ply: 1 Job Number: 1115073 Cust:R R7175 JRef:1WfH71750017 FROM:BB Qty: 6 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51862 Truss Label: K BFR / RTT 10/25/2018 12 4 C —4— I B N N— = I-- PO A ►--1 D I 2X4(A1) l'11"8---1 1'6" ' 1'11"8 1'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.017 C 999 240 B 259 /- /- /129 /15 /19 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.003 C - - D 31 /- /- /29 /5 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.006 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf D Brg Width=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.212 Bearing B is a rigid surface. q Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.036 RepFac:Yes Max Web CSI:0.000 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 0)PROpp, 83294PE re 0„,,,..-'.._ 7' OREGON 13<, SL0me Y 14,20 ' , 6'8011 Tar4c a 1.,: , I I 10/25/2018 ""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 pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates 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 AN mV COMPANY truss in conformance with ANSI/TPI 1,or for handling,shippin ,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proressronal engineering responsibility solely for the design shown. The suitability and use of this aawing 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.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 r, , SEAN:117655/ T21 / CAJA Ply: 1 Job Number: 1115073 Cust:R R7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52125 Truss Label: SJ1 BFR / RTT 10/25/2018 12 4 C T 1.0 00001000.1 1 i 2X4(A1) 1'6" 1'11"4 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def11CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl Or Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 258 /- /- /118 /24 /21 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.000 D - - C 16 /- /- /12 /4 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 18.39 ft HORZ(TL):-0.001 D - - D 21 1-2 1- /16 /4 /- 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: 0.207 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.030 C Brg Width=1.5 Min Req=- D Brg Width=1.5 MM Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. F 'i 83294PoP. OREGON 'A SLY 14,20 4 0 ssell Ta'g1 :—- , r i r 10/25/2018 '"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)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for rmanent 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 JoinfDetails, unless noted otherwise. Defer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ab,,,,,,LOAMY 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 prosesstonaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 SEQN:117656/ T18 / CAJA Ply: 1 Job Number: 1115073 Cost:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51939 Truss Label: SJ2 BFR / RTT 10/25/2018 12 C 1 4 1 In ILB CV 115 A =/ �� ►= D 2X4(A1) H 1'6" 4._. 1;11;4 I 1'10"15 111 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 D 999 240 B 286 /- /- /125 /20 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.001 D - - D 35 /- /- /25 /1 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:18.72 ft HORZ(TL):0.002 D - - C 94 /- /- /24 /12 /- NCBCLL:10.00 TCDL:6.0 psf Code I Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.214 B Brg Width=5.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.056 D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MW FRS with additional C&C member design. r" 3294PE 13- OREGON 1F. 3 SLY 14 2- co. Qi Sseil Targe r r 10/25/2018 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana SBCA)ror safety practices prior to performing these functions. Installers shall provide temporary (50.3)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 bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to AALPINE 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 i,,,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page COMPANY listing this drawing,indicates acceptance of profession.engineering responsibility solely for the design shown. The suitabilityg and use of this dawing 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 job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com,ICC: www.iccsafe.orq SEAN:117657/ T20 / CAJA Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.51471 Truss Label: SJ3 BFR / RTT 10/25/2018 12 4 L B Lo T 15 2X4(A1) C 1'5"12 1'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 C 999 240 A 65 /- /- /28 /- /9 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.000 C - - B 53 /- /- /23 /4 /- EXP:B Kzt:NA HORZ(TL):0.001 C - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:18.71 ft ( ) A BrgWidth=- Min NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 Req=- Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.042 B Brg Width=1.5 Min Req=- BCDL:4.2 psf 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:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.0OC.1217.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. r00 F /O 83294PE 7 OREGON "Al< SLY 14 24p� Qo sett Tan(t 10/25/2018 "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 4438 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)fbr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 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 Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 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 professionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8351 Rovana Circle Sacramento,CA 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.iccsate.org I' / SEQN:117658/ T8 / CAJA Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1 WfH71750017 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 298.18.1131.52064 Truss Label: SJ4 BFR / WIT 10/25/2018 12 4 i - B 1 I M A 1 t ,`�h1 :i 2X4(A1) C H 1'5"12 + 1'10"15 - --1 1'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf In PSF) Def!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.003 C 999 240 A 114 1- /- /43 /- /22 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - C 48 1- /- /22 /4 /- EXP:B Kzt:NAHORZ TL 0.003 C - - B 100 1- /- /27 /13 /- Des Ld: 42.00 Mean Height:19.05 ft HORZ(TL): Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 BldgCode: IRC 2012 Max TC CSI: 0.163 A Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.091 B Brg Width=1'.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 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.15.02.000.1217.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��Rso PROp,, O%� �GINE� "O Ltj re .0_ 83294PE 9 OREGON 13‹, �/I.y 14,20e� QI *801 II Tan's 10/25/2018 **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,shippin installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fosafetytpractices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. (refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN r1W 00MNV truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciM ng of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suiFability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 SEAN:112753/ T7 / HIP_ Ply: 1 Job Number: 1115073 Cust:RR7175 JRef:1WfH71750017 FROM:BB Oty: 2 Riverside 2885 B Roof Master DiwNo: 298.18.1131.52235 Truss Label: FT1 BFR / RTT 10/25/2018 1112X4 12 rn 12.65 111 in W1 G2X4(D8R) A Al 1112X4 9'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(TL): 0.000 K 999 240 A' 1 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=222 Min Req=- EXP:NA Kzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):0.000 K - - Bearing A is a rigid surface. NCBCLL:0.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.002 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Wind This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W1,M4 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. Ep PRop _ O�5 �C,1 N FF >O 1(/ 83294PE Ct OREGON ICY 14,2°°� Fl Sseil Tare 10/25/2018 ""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)fosafety pactices prior to performing these functions. Installers shall provide temporaryrl (5031 357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propelr y attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to 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 drawingg��an�y failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proiessionar engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sgec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinsLorg:SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 1- 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 2x4Brace (1) 1x4 'L' Brace s (1) 2x4 'L' Brace s (2) 2x4 'L' Brace ss (1) 2x6 'L' Brace s (2) 2x6 'L' Brace *1* 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 #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' S' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir �--) r *1 / *2 Standard N2 Stud U SPF #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud N3 Standard • O H F Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HF l Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' _ 14' 0' 14' 0' Douglas Fir-Larch Southern Plnewsss Q) #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' • 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud andel I #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard StanStdard -• cu DFL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' , 14' 0' 14' 0' Group Bl U _ Sr #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' . 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir f #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 111 & Btr L Y HF Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' *1 w O r Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern PSlesss \ #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 / SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' _ 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' I7' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). w D F L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' ■*o*For 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B _ #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d S P rr #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: u' YH F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. OI l Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 ptf over X #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing <5 psf IC Dead Load). d SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' p Y 9 CU D F L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm I�^^ Attach 'L' braces with IOd (0.128'x3.0' min) nails. About i� li •bee Truss ii ii I * )1( For (1) 'L' brace, space nails at 2' o.c. / 1 1 in 18' end zones and 4' o.c. between zones. Diagonal brace option. �•'� )1E)18-or '2) braces. space nails atee 3' o.c. vertical length may be i T i In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' x i �� 'L' bracing must be a minimum of 80% of web brace is used. Connect L •� ;� member length. diagonal brace for 38511 'L' at each end. Max web Brace 4`* Gable Vertical Plate Sizes total length is 14'. ��_ 1' ■ Vertical Length No Splice 2x4 DF-L #2 or I ■ Less than 4' 0' 1X4 or 2X3 better diagonal r t Greater than 4' 0', but 2X4 less than 11' 6' Vertical length shown brace; single 18' #E 1111116.... Greater than 11' 6' 3X4 in table above. or double cut I + Refer to common truss design for 45' (as shown) at L_ 1 '�� - upper end. ■ ■ ■ ■ ■' ■ ill.u s ice, and heel laters'DDDDr■ ■D■DD� rrr� ■ .r peak, W P d ontinuous • AIIII --- Refer to the Building Designer for conditions Connect diagona at ' F•p 'Rn� not addressed by this detail. midpoint of vertical web. Refer to chart above f ,Ir�t�, �••irk swVARNDI[ia READ AND FILLIV ALL NOTES 11I THIS DRAWING 'tv .�.-6>\ e,II NTANTUw FI.RNISH THIS BRAVING TO ALL.CONTRACTORS INCLUDING THE INSTALLERS. � �GINF6. QREF ASCE7-10-GAB1203U Trusses require extreme care h,fabricating,handling,shipping.hostelling end bracing. Refer to and 0 follow the latest edition of BCSI(Building Component Safety Information,by TPI and SIICA)for safety 4ti 83294PE y • \_. DATE 10/01/14 N practices prior to performing these functions. Installers shall provide temporary bra rg perB SL �r Unless noted otherwise,top chord shall have properly attached structural sheathing and DRWG A12030ENC101014 w. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs (1 �� I� ,^ shall have bradng Installed per BCSI sections 33,B7 or 310,es applicable. Apply plates to each face //I I' IUJO 1 ` I of truss and position -Z shownor above andl on the Jost Details,unless noted otherwise. i �`�l Lel I V Refer to drawings as for standard plait thepositions. ANIT1Nl�iNPMNY Alpine,a dNlsbn of [Tv Bu■din Components Group Inc shall not be responsible for any deviation fro" OREGON this drowsy any falu-e to bold tfie truss In conformance with ANSI/TPI 1,or for hnrdt g,shipping, TOT. LD. 60 PSF Installation L bracing of trusses. A seal on thio,drawing or cover page desin troy h Indicates nscepto of pr�esshonal 12:.'6;41e S LILY 142a-J' Q. 'in respv1lllty sr.Jp far the design 13389 Lakefront Drive for ons y rb'mscly e b the refpaeubNlty of the Ming Designer per ANSI/WI 1 Sect S e l t T a r Earth City,MO 63045 Formoreinformationsites.see this Job's general notes page end these web ALPINE.wwealpIneitw.co",WI.www.tpist.org,SDCA.www.sbcindustryarg,ICC.www)ccsafe.org SPACING 24.0' 10/25/2018 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. E Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3',min) nails, to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I ‘N.4 7 ' /�1 2X4 Blocking nailed to 45° sheathing and �11611111411hli\el each truss H �_I_I_® . _ _ii® . 2X4 DF-L #2 H/2 or better III diagonal brace. , Attach each end for 560#, lib ll��_, liii . A i I Int ■ ■ Iii` k • ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. nE0 pRpF =WARINRie REIN AND MIEN ALL NDTES ON NIS DRAVDRO ,t FSlir .EPPORTANTaw FURNISH THIS DRAWING TO ALL CRTTRACTORS INCLUDING TIE INSTALLERS. �� GtNF� �O REF GE WHALER Trusses require totrene care in Fabricating,handling,shipping,installing and bracing Refer to and U' follow the latest edltl n of BCSI<Bulling Component Safety Infix-motion,by WI and SECA)for safety 1(/ 83294PE •r T DATE 10/01/14 practices prior to per4oMng these functions. Installers shall provide temporary bracing per BCSL (e Unless noted otherwise.top chord shall have property attached structural sheathing and bottom chord / DRWG GABRST101014 e, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ALPINE shall have bracing installed per BCSI sections H3,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 drawings 160A-2 for standard plate positions. AN fl'1N COMMMY Alpine,a divisionsion of CIV Building Components Group Inc.shall not be responsible for any deviation from OREGON this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, T❑T. LD. 60 PSF installation 6 bracing of trusses. C. i A seal onpthis drawingy listing Ws dra.Yp,inndcates acceptance of professional 4Ly 14,200a , far ani y Arucihre the sresporelBlty of the shown The suits Per and t s of this drawing �IS ,,%. 13389 Lakefront Drive IhidFg Designer per IItAI/iP[1 Sec$ ,,efI a Earth City,MO 83045 For more Information see this Jobs general notes page and these web sites. ALPINE. r wwulpineite carni TPB www.tpinhst.orpl SHCa www.sbcindustryarg,ICC eweJccsafe.orp SPACING 10/25/2018 Gable Detail For Let-in Verticals Gable Truss Plate Sizes Ai* O Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. +°Refer to Engineered truss design for peak, splice, web, and heel plates. ii O IjIf gable vertical plates overlap, use a single plate that covers the total area of �` the overlapped plates to span the web. vGablcat O 2X4 ' © 4 Length Exampler a ty.. im II 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing © Member Member • © 0 Toe-nail • - Or - End-Hall X O0 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 appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable 'T' reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, R-id Sheathin• Toenalled Nails, specie, and grade of the 'L' reinforcing member, lad Common (0,148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace I 4 NaA (4) toenails in the top and bottom chords, This detail to be used with thea �, 'T' Relnf.ppropriate Alpine gable detail for A,rCEMbr. Size Increase Relnforcin9 wind load.Member 2x4 30ASCE 7-05 Gable Detail DrawingsExample, 2x6 20A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable NnllsA13030051014, A12030051014, A11030051014, A10030051014, A14030051014Mean Roof Height = 30 ft, Kzt = 1.00 TrussSpaced At ASCE 7-10 & ASCE 7-16 Gable Detnll Drawin s4' o.c. g Gable Vertical = 24'o,c. SP #3A11515ENC100118, AI2015ENCI00118, A14015ENC100118, A16015ENC100118, 'T' ReinforcingMemberSlze = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118,, 'T' BraceIncrease (FromAbove) = 30% = 1.30 A1153OENC100118, A12030ENC100118, A14030ENC10011B, A16030ENC100118,, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED10011Ei, Maximum 'T' ReinforcedGable Vertical Length S11515ENC100118, 512015ENC100118, S14015ENC100118, 516015ENC100118, 1,30x8' 7' = 11' 2' S18015ENCI00118, S20015ENC100118, S20015END100118, S20015PED100118, 511530ENC100118, 512030ENCI00118, 51403OENC100118, 516030ENC100118,4 Nail l 7l S18030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 '= Ceiling - See appropriate Alpine gable detail for maximum unrel weVARHIlfiMM READ AND FD,.LOV ALL NOTES IN THIS IBtAWDVCg N. *4(3 in4 k'6. .C.,"CL REF LET-IN VERT weDI' ITNRrs FURNISH THIS DRAWING TO ALL CONTRACTORS DCLINING THE I4STALl.ERS. CSI 'r Trusses requireextreme care h fabricating,handing,shipping,hstaWng and bracing. Refer to and �! 83.94PE follow the latest edton of BCSI Guiding Component Safety Information,by TPI aynd SPCA) for safety � '' DATE 01/02/2018 Unless notractices prior to mbse,otopp chord sinaing these l have properly attached s Installers shall provide tai sheathingandbottom per SL chord shaU have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of www DRWG GBLLETIN0118 �l� ("��1� Il� shall have bracing installedperaboIandsections n t3,D1 or BIO, w,unless Apply plates to each Fac. t Q I'L P Iul�\v'I of truss and position as fors above f webnoted positkns. OR CMV Alpine,a dhAsbn of ITV Bulldhg Components Group Inc shall not be responsible for any deviation from AN I1W COMPANY this drawing,any facture to bund the truss h conformance with ANSI/TPI L or for handling,shipping, C hs�Raatlbnt bra of trusses (1 , 'V1, 4 20O' lb I OT. LD, 60 PSE sip or cover pope listlrp this drawkrp,Indicates acceptance of professional d 13723 Riverport Drive f� ereapv�lty salNY for'file design shown The suitability and melee*is drawing s`s all Tar�+t AC. ANY Suite 200 the r'esponsMNty of the Bulling Designer per ANSI/TPI SK2. Maryland Heights,MO 03043 For nor,information see this Job's general notes page and these web sites, r I l .PACING 24,0' ALPINE,wsw.n mi tscoTPD www. •or'gi SBCN www.sbchdustryargl DM wesiccsafebrg . -,.018 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or• 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace sl (2) 2x4 'V Brace mg (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace Alf Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir SPE kl / *2 Standard #2 Stud -CM S f #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' Il' 14' 0' 14' 0' #3 Stud #3 Standard Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' • Q Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' D. •las Fir-Larch Southern Plnewew CD #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® Stud —I SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d cu DPL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' Cl' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group BI U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir - S P E #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr Y I 1 r Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' Cl' 14' 0' 14' 0' *1 I I r Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' QJ Q Dou•los Flr-Larch Southern PIM/MI #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' CI' 14' 0' 14' 0' #1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' CI' 14' 0' 14' 0' ® #2 VD DEL #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' Ci' 14' 0' 14' 0' 01 D r L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' CI' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). sssFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' CI' 14' 0' 14' 0' values may be used with these grades. d _ SPE #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes' L'J U HE OStandard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over x #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--1 D E L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' CI' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm ir; Attach 'L' braces with l0d (0.128'x3.0' min) nails. ' T T About it i, •ble Truss i I, I J OE For (1) 'L' brace. space nails at 2' o.c. in 18' end zones and 4' a between at 3'zones..c. Diagonal brace options 31E 31EFor (2) 'L' braces space nails at 3' o.c. vertical length may be In 18' end zones and 6' o.c. between zones. doubled when diagonal 'V bre::::::::::: racing must be a minimum of 80% of web brace is used. Connect member length. diagonal brace for 335# ' '::::::77:414444*N*4441%47 at each end. Max web Br4Gable Vertical Plate Sizestotal length Is 14'. III `� a Vertical Length No Splice 2x4 DF-L #2 or e Less than 4' 0' 1X4 or 2X3 better diagonal r Greater than 4' 0', but 2X4 Vertical length shown bracer single 18, less than ll' 6' In table above. or double cut ;� Greater than 11' 6' 3X4 45' (as shorn) atL ' + Refer to common truss design for 111 upper end. 2 9 II 9 0 by s 1 ` peak, splice, and heel plates. II/ / / / Xontinuous'. 0 PR .-N.,. Refer to the Building Designer for conditions Connect diagona at 'M /�- ;p not addressed by this detail. midpoint of vertical web. Refer to chart above fo / ',`,. •^ •.� aVARIIQICise READ AND F LLOV ALL NOTES ON THIS DRAVD[i \J ()I Ni C' (r' maDppRANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS (3 � FiQ '� REF ASCE7-10-GAB12015 Trusses require extrene care in fabricating,handling,shipping,Installing and bracing Refer to and 4/ 83294PE ^ follow the latest edtlon of SCSI<Building Component Safety Information,by TPI and SOCA)for safety Li: . r DATE 10/01/14 / practices prior to per4orning these functions. Installers shall provide temporary bracing per BCSL Unless noted otherwise'top chord shall have properly attached structural elenw.V and bottom chord DRWG A12015ENC101014 y shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs � g(� n shallt have bracing as per aboI sections BS, Joint of Dns applicable. Apply rwtes to each fncv fF d O 'U�\vl' Rofe truss and ingspositionIas shown above and on the 7or MO,Details,unless noted otherwise. / Refer to drawings 160A-Z for standard plate positions, // Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation from OREGON ANnWCOMPANY this drawing,anyfailure ce to ll the trues in conformance hath ANSI/TPI 1,or for handling,shipping, -P �Ly a 2p0� H OT, LD, 60 PSF Installation 6 S A seal on this drawing or coverpage listing this drawing,indicates acceptance of professional @ o� ernpYneerYnprespvhsbBMy sdely for the =Hawn The Ky and us.of minis din S 11 T a 13389 Lakefront Dove for any b t 'of Bulging Designer per ANSI/TPI I Sect' Earth City,MO 63045 For more information see this Job's general notes page and these web sites I_m, I I a PACING 24.0 ALPINE.wwwalpineitw.comi TPD www.tpinst.orgi SBCM msbceWustryargi ICC.mJccsafe.org 10/25/2018 • • Imm Hip Frame Details Hip Frame W4X4, Min. �` � B '_ . —� II1= 181\24"-------- �� • • Common: : Trusses Typ. %� MI TYP, ��� /�rlII 11101I��`��� • Stepped Hip :iiiiii .RId:s: �U!S!U!I�"• System Trusses 2x4 Purlins �;. uUiteleiUI`;_ME 2x4 Chords ,IIiT1 1116111111111� #1 Hip _�\1ap Hr' -i ,� ��I ��� !��Pitched and Sheathed EIIINE=� EM�MEMHPIEN= Chord Area __,. 1 HipFrame* B - Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3') W3X4, Min, •Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148'x3') -r�-,nails @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of Hip Frame jacks to maintain pitch continuity. ,liMill Section B—B )1( Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, IV See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit. purlins must be intact and properly attached. -•••"--- Setback ----, I Stepped Hip System Trusses Use this detail for: ASCE 7-10 & ASCE 7-16, 140 mph, 30' M,H„ Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10 & ASCE 7-16, 120 mph, 30' M,H„ Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' M,H„ Enclosed, Cat II, Exp C, top chords of hip frame system where Indicated. Residential, Wind TC DL=4.2 psf, Kzt=1.00 Structural panels must be properly attached directly ssWPOtrwirFURNISH This DRAWIsw.READ NG TO AALLMI�CIJITR NOTES THIS THE 1NSTALLERs. �.. - vx DRAVIDID tN`�` '-'0', - 4. �' REF HIP FRAME Trusses require eatrene can In Fabricating,handling,shipping,InstaWng and bracing. Refer to and L(/ 83294PE follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety .0„,/ f DATE 01/02/2018 practices prior to perrorn ng these functions. Installers shall provide temporarybracing per BCE.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord , ' w[ shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRV6 HIPFRAME0118 ALPINE 1 E shall have bracing installed per BCSI sections B3,B7 or B30,as applicable. Apply plates to each face d IUI�\\VVI II IIL�_r=� of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. AlpYe,a did ion of rrV Binding Components Group Inc shall not be responsible for anygdevin �fron OREGON AN RW COMPANY this draeFrg,any fdlv+e to build the truss ti confor ante with ANSI/TPI 1,or for hardln s installation& of trusses. a A seal an this during or cover page listing this drawYp.Indicates acceptance of professional �/ SLY 1 d,Z0� .( 13723 Riverport Dove reapvhsMhty solely for ifq des charm Thu nfh6�lty ord up of tlic drawkp Ssv Suite 200 for only strucbre hs tint resparophtY of tine Blddl'V Dsslpner per A16I/TPI i Sfc.2. Ott Tao', Maryland Heights,MO 63043 For more information see this Job's general notes page and these web sites, ALPDE,wwalpin lto.con:TPD ww.tpinst.orgi SDC sae.sbcbvdustry.orgi ICCI wmiccsaftorg run•,; I I r0/25/2018