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Plans (56) MsT2.o19-ooio8 7730 5K/ 1-W5j UV RECEIVED MAR 2 8 2019 CITY OF TIGARD BUILDING DIVISION AREA OF BEAM FOR GRAND FIREPLACE ONLY 52' \ I HGE JGE I 111r_ I w I-_ c-)-133 I ,-..o7)—�w X IIM—_ 1(--16 * 6111I =WEI MC i MIWilli��3mz m� i � -lcn o w• c-i IF N +2- _ 1 � ooW� _ ,rocas `_ i ° � m� m o o 3 ill: OC�O -- I + '="i m- --- -13-im MEM OTM-I co a- X —_ n.cn m -�m I .- m W r--1co r m o(n m o --m .r: o CO o c'2' C CO i�T I m ��m : m a co I rl . m i L „W (In - III A(F ar,F 1 HS' -I 6' 35'6" -I-5'6" H 52' i ADJUST THE B SPACING SO IT DOES NOT INTERFER WITH THE TOILET HERE Customer: PARR FOREST GROVE C_ Desc. : Rvrside 2885 Floor Mast o o I- cu ADDRESS: master 71 m o z Designed by: BILLY BREESE -- z cn 0 0 W •• ‘ 1 �# PROFESS, . O`y �GINE� '0 19575 R qr Alpine,an ITW Company ' 8351 Rovana Circle ell i / / Sacramento,CA 95828 11/26/2018 ALPINE Phone:(800)877-3678(916)387-0116 //�� OREGON Fax:(916)387-1110 0 AN ITW COMPANY 9�O`O�Nay sacseals@itwbcg.com • Renews 6/30/2019 Site Information: Page 1: Customer: Truss Components of Oregon,Inc. Job Number: 1116053 Job Description: Rvrside 2885 Floor Master Address: master,HILLSBORO,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1 Wf171750001 Wind Standard: NA Roof Load(pdf): None Wind Speed(mph): 0 Floor Load(psl): 40.00-10.00-0.00-7.00 This package contains general notes pages,29 truss drawing(s)and 5 detail(s). Item Seal# Truss Item Seal# Truss 1 298.18.0802.52938 B 2 298.18.0802.53358 BGE 3 298.18.0802.53188 D 4 298.18.0802.52967 I 5 298.18.0802.53359 J 6 298.18.0802.53419 JGE 7 298.18.0802.53435 HGE 8 298.18.0802.53389 H 9 298.18.0802.54293 G 10 298.18.0802.52969 E 11 298.18.0802.53202 A 12 298.18.0802.53515 AGE 13 298.18.0802.53249 F 14 298.18.0802.53420 Z 15 298.18.0802.52939 M1 16 298.18.0802.53186 M 17 298.18.0802.53561 X 18 298.18.0802.53248 BPX 19 298.18.1647.02000 LG 20 298.18.0802.52968 KG 21 298.18.0802.53187 RT3 22 298.18.0802.53342 RT9 23 298.18.0802.52937 RT6 24 298.18.0802.53374 RT10 25 298.18.0802.52940 RT7 26 298.18.0802.53514 RT4 27 298.18.0802.53530 BP1 28 298.18.0802.53545 BP2 29 298.18.0802.53232 BP3 Printed 10/26/2018 9:08:30 AM 7 Y 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 Udefl value. L/defl =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL=additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)= maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W =Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.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.org. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 C T ,- Job Job Number: 1116053 Ply: 1 SEQN:34202 / T22 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.52938 Truss Label: B BFR / GWH 10/25/2018 26'9"4 ', I 22'11" 24'01"I4 29 22'11" 1'1"11 F--2,6"—I—2,6"12---l--2,6"12-H--2,6"12 }- 22" -I 2'7"8—}--2,6"12# 2,6"12--I--2,6"12--{ (TYP) W=3X5 =4X8 =3X3 =3X7 =4X12 =3X5 =3X5 A B C D E F G H I T2 J K L M _t_ -: -,1 Wi V U T S R MQ P 0 N 3X7 3X10 3X5 =4X12 W=3X5 =4X12 =3X5 i 202"12 A 6'6"8 i I 26'9"4 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pt NA Ce:NA VERT(LL): 0.320 F 759 480 W 1061 /- /- /- /- /2.5 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.541 F 449 360 Q 1945 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.058 B - - N 276 /202 /- /- /- /3.7 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.097 B - - W Min Brg Width Req= 1.3 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Q Min Brg Width Req= 1.3 TCDL:NA psf N Min BrgWidth Req= 1.3 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.884e Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.968 Bearings W,Q,&N area rigid surface. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.909 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber B-C 0-2943 G-H 0 -2256 C-D 0-2943 H-I 0 -2256 Top chord 4x2 HF#2:T2 4x2 HF#1&Bet.: D-E 0-3588 I-J 1605 0 Bot chord 4x2 HF#2 E-F 0-3588 J-K 1605 0 Webs 4x2 DF-L Std/Stud F-G 0-3588 K-L 614 -229 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading W-V 1767 0 R-Q 723 0 Bottom chord checked for 10.00 psf non-concurrent V-U 3512 0 Q-P 225 -624 bottom chord live load applied per IRC-12 section U-T 3198 0 P-0 229 -614 301.5. T-S 3198 0 0-N 230 -606 Deflection S-R 723 0 Calculated vertical deflection is 0.31"due to live load Maximum Web Forces Per Plylbs and 0.22"due to dead load at X=10-3-12. See ( ) detail DEFLCAMB1014 for camber recommendations. Webs Tens.Comp. Webs Tens. Comp. Additional Notes W-B 0-1994 S-I 1789 0 +2x6 continuous strongback.See detail Ep PROp B-V 1336 0 I-Q 0 -2338 STRBRIBR1014 for bracing and bridging ,�(G� FS+s V-D 0 -645 Q-K 0 -1304 recommendations. cry to I N E� �QA. y G-S 501 -1108 L-N 684 260 Deflection estimate assumes composite action with 19575 'p single layer of the appropriate span rated glue-nailed r r wood sheathing. /' Negative reaction(s)of-202#MAX.from a non-wind allik --- load load case requires uplift connection.See Maximum 1 f 6/2118 Reactions. OREGON Truss must be installed as shown with top chord up. 9 'lin.20,10-,QOCD *N�. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety 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 sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates o each face of truss and position as shown above and on the JoinfDetails, 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 AN1WCOMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq r Y Job Number: 1116053 Ply: 1 SEQN:34204 / T13 /SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53358 Truss Label: BGE BFR / GWH 10/25/2018 L 1'4"12 I 1'4„H (TYP) H W=3X5 V A T16 T - - - - - - - - - - - - - - - - - - to iiI LI I_I I_I I_I I_I I-1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 I I 1.1 I I I.1 1 I I,I C 778 AS// /////////// ////--------'.-------/////x AE 3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) =3X5(**) -3X5(**) -3X5(**) 3X5(**) -3X5(**)(I) -3X5(**) =3X5(**) =3X5(**) =3X5(**)3X5(**) —3X5(*)3X5 —3X5(**) -3X5(**) -3X5(**) r 26'9"4 I 26'9"4 I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 AS*131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AE*130 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 AS - - AS Min Brg Width Req= - EXP:NA HORZ TL:-0.000 AS - - AE Min Brg Width Req= - Des Ld: 57.00 Mean Height:NA ft ( ) Bearin s AS&AE are a rigid surface. NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 9 9 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.059 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 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. (**)19 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent ��,Ep PROFFSSi bottom chord live load applied per IRC-12 section .( 301.5. ,�, �G 114 'OA Additional Notes 19575 y +2x6 continuous strongback.See detail .4°' STRBRIBR1014 for bracing and bridging i/ recommendations. 1 i 6/2118 Deflection estimate assumes composite action with OREGON single layer of the appropriate span rated glue-nailed GI wood sheathing. '9 `*m 20,19- 'f Truss must be installed as shown with top chord up. "-OLD w*N►� Renews 6/30/2019 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS- OR 97113 qq q p 9. (503)357-2118 Ext Componenf Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins'aIIed 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 a,nCOMPANY 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 oroessionat engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for ny structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 t T 7 Job Number: 1116053 Ply: 1 SEQN:11608 / T9 / SY42 Gust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 13 FROM:BB DrwNo: 298.18.0802.53188 Truss Label: D / GWH 10/25/2018 13'I13' "12 24'1"4 H 13' 8"12 10'4"8 H 2'6" 1 2'612—I 2'6"12—I--2'6"12—1--2'6"12----F 2'6"12--}-.—2'6"12--I 2'6"12--i (TYP) =3X10 =3X5 =3X3 =3X5 =W=3X5 =3X10 A B C D E F G H I J K L T1 S R Q 62 P 0 N M 3X7 =3X10 3X5 =3X5 =3X10 =3X7 =W=H0312 A 24'1"4 i Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.488 F 592 480 T 916 /- /- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.799 F 361 360 M 916 /- I- /- /- /3.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.077 B - - T Min Brg Width Req= 1.3 Des Ld: 57.00 EXP:NA HORZ(TL):0.125 B - - M Min Brg Width Req= 1.3 Mean Height NA ft NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Bearings T&M are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.655 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.888 Members not listed have forces less than 375# Rep Factors Used:Yes Max Web CSI:0.676 Maximum Top Chord Forces Per Ply(lbs) Spacing:16.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2746 G-H 0 -3961 Wind Duration:NA WAVE,HS VIEW Ver:15.02.000.1217.15 C-D 0-2746 H-I 0 -2743 Lumber D-E 0-3961 I-J 0 -2743 E-F 0-3961 J-K 0 -2743 Top chord 4x2 HF#2 F-G 0-3968 Bot chord 4x2 HF#2:B2 4x2 HF#1&Bet.: Webs 4x2 DF-L Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 2X4 except as noted. T-S 1574 0 P-O 3968 0 Loading S-R 3512 0 O-N 3515 0 Bottom chord checked for 10.00 psf non-concurrent R-P 35120 N-M 1573 0 live load. Q P 397711 0 Deflection Maximum Web Forces Per Ply(lbs) Calculated vertical deflection is 0.49"due to live load Webs Tens.Comp. Webs Tens. Comp. and 0.31"due to dead load at X=12-11-4. See T-B 0-1777 0-H 664 0 detail DEFLCAMB1014 for camber recommendations. B-S 1330 0 H-N 0 -876 Additional Notes S-D 0 -869 N-K 1328 0 D-Q 510 0 K-M 0 -1776 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging CEO PROFFS recommendations. �4' S. A . Deflection estimate assumes composite action with C. (4,, G 1 N E - � single layer of the appropriate span rated glue-nailed 19575 9 wood sheathing. Truss must be installed as shown with top chord up. , l i 6/2118 OREGON .9-O`DW Renews 6/30/2019 "*WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)msafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the JoinDetails, unless noted otherwise. Refer to A IPL NE 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 Ni mwCOFrilw truss in conformance with ANSI/TPI 1,or for handling'shipping,installation and bracing of trussesA seal on this drawing or cover page. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 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 y y S Job Number: 1116053 Ply: 1 SEAN:11616 / T16 /SY42 Cost:RR7175 JRef: 1Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.52967 Truss Label: I BFR / GWH 10/25/2018 7'10"8 1 I9'6''10 I 17'5"2 H 7'10"8 1'8 2 7'10"8 H—2'6" -1 2'6"12 H 2'6"12--.1 2'6"12 H 2'6"12—H (TYP) 1112X4 =3X10 III 2X4 =3X5 =3X5 11I2X4 =3X10 1112X4 A B C D E F G H OD vo M L K J I =3X7 =3X10 1112X4 1112X4 3X10 3X7 A- 17'5"2 1 H 17'5"2 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.233 L 897 480 N 993 /- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.404 L 517 360 I 993 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 I - - N Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 HORZ(TL):0.079 I - - I Min Brg Width Req= - Mean Height:NA ft BearingN is rigid surface. NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 a g Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.620 TPI Std: 2007 Max BC CSI: 0.968 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.606 Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0-2686 E-F 0 -2686 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2686 F-G 0 -2686 Lumber D-E 0-3130 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1634 0 K-J 3129 0 M-L 3129 0 J-I 1634 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3130 0 bottom chord live load applied per IRC-12 section 301.5. ' Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.19"due to live load N-B 0-1845 E-J 0 -723 and 0.22"due to dead load at X=7-9-12. See detail B-M 1193 0 J-G 1193 0 ' DEFLCAMB1014 for camber recommendations. M-D 0 -723 G-I 0 -1845 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. �Q PRO/p Deflection estimate assumes composite action with F. F single layer of the appropriate span rated glue-nailed A. Strj wood sheathing. ,,y �G(NFF. QL Truss must be installed as shown with top chord up. 19575 y f r 1i 6/2118 OREGON 9,Q1Nom 0LD W. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlinqg shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tSr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have aproperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1 NW 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 orofessional 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.iccsafe.orq Sacramento,CA 95828 f x Job Number: 1116053 Ply: 1 SEQN:11618 / T15 /SY42 Gust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53359 Truss Label: J BFR / GWH 10/25/2018 7'10.'8 1 9'8" 17'6"8 H 7'10"8 1'9"8 I 7'10"8 F—2'6" H- 2'6"12 1 2'6"12--.-I F-2'6"12 1 2'6"12-H (TYP) 1112X4 =3X10 III 2X4 =3X5 =3X5 1112X4 =3X10 III2X4 A B C D E F G H 1.41:444444414444444‘. - ...4100.."........ -444444444141441e.... 1 N" M PL K J I =3X7 =3X10 1112X4 III2X4 =3X10 =3X7 r 17'6"8 F 17'6"8 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.238 L 883 480 N 1000 I- /- /- /- /3.7 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.426 L 494 360 I 1000 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 I - - N Min Brg Width Req= 1.3 EXP:NA 9 HORZ TL: 0.082 B - - I Min BrgWidth Req1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Bearings N&I are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.638 Members not listed have forces less than 375# Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.995 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.613 Maximum Top Chord Forces Per Ply(lbs) 0 l4 0 Chords Tens.Comp. Chords Tens. Comp. FT/RT:10O ( ) Loc.from endwall:NA I:NA GCpi:NA Plate Type(s): B-C 0-2710 E-F 0 -2710 Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.15 C-D 0-2710 F-G 0 -2710 Lumber D-E 0-3168 Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 4x2 DF-L Std/Stud Chords Tens.Comp. Chords Tens. Comp. N-M 1647 0 K-J 3167 0 Loading M-L 3167 0 J-I 1647 0 Bottom chord checked for 10.00 psf non-concurrent L-K 3168 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Deflection Webs Tens.Comp. Webs Tens. Comp. Calculated vertical deflection is 0.20"due to live load N-B 0-1859 E-J 0 -744 and 0.23"due to dead load at X=7-9-12. See detail B-M 1207 0 J-G 1207 0 i DEFLCAMB1014 for camber recommendations. M-D 0 -744 G-I 0 -1859 Additional Notes +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. . Deflection estimate assumes composite action with EQ PROR single layer of the appropriate span rated glue nailed F wood sheathing. `�� G I N F�S-ti Truss must be installed as shown with top chord up. G 2 19575 y %1 1 i 6/2118 OREGON 14C b. "'OLD ,W. eks- Renews 8/30/2019 "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. '"'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins alled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,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 oroTessionat 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 lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org r l Job Number: 1116053 Ply: 1 SEQN:102955 /T17 /SY42 Cust:R R7175 JRef:1 Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53419 Truss Label: JGE BFR / GWH 10/25/2018 I.---1'2"8--{ I--9"--{ A C T ■ ■ i`-oI-I■ T I 03 :-ally: l_ c' E =3X5 =3X5 3X5(**)(I) I 2'4" H F"' 2,4„ H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria A Maximum Reactions(lbs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R I U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 G* 131 I- I- I- I- /28.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - Bearing G is a rigid surface. EXP:NA HORZ(TL):-0.000 B Des Ld: 57.00 Mean Height:NA ft NCBCLL:10.00 9 Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.144 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.010 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:No Max Web CSI:0.029 Loc.from endwall:NA FT/RT:2(0)I4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Provide for complete drainage of roof. c.so PROF . Truss must be installed as shown with top chord up. 4' SSi/ G�� G,N e .p GZ 19575 7 r %r 11 6/2118 OREGON Renews 6/30/2019 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNE7 OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357--2121 18 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN WI 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 essronar engineering responsibility solely for the design shown. The suilability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 t I F Job Number: 1116053 Ply: 1 SEQN:102959 /T10 /SY42 Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53435 Truss Label: HGE BFR / GWH 10/25/2018 1,4"2"gI 1"8 122'9"8 _123' "12 26'9"4 8 21'5"8 8"4 378 1. "12,—t—1'4" (TYP) A =W HX5 T16 T - - - - - - T in Ti l:J U l-J !] l-1 t;1 J 1,1 I,:1 C,1 f,1 I,I 171 I,i 1_1 1./1 r 1 AO. -� �� / �� / �" V ��I 3X5(w) =3X5("") =3X5(") =3X5("") .3X5("") =3X5("") .3X5("') =3X5("') =3X5(")(I) =3X5(") =3X5(") =3X5(") .3X5(") 3X5(") =3X5("")3X5 —3X5(") =3X5(") k 26'9"4 i I 23'5"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or"=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 A0131 /- /- /- /- /216 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 AA"81 /- /- /- /- /105 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 B - - AO Min Brg Width Req= - Des Ld: 57.00 EXP:NA HORZ(TL):-0.000 B - - AA Min Brg Width Req= - NCBCLL:10.00 Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings AO&AA are a rigid surface. TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.030 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.037 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 Lumber Top chord 4x2 HF#2:T16 4x2 HF#1&Bet.: Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Plating Notes All plates are 2X4 except as noted. (I)-plates so marked were sized using 0% Fabrication Tolerance, 0 degrees Rotational Tolerance,and/or zero Positioning Tolerance. ("")17 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes fop PRO1 . +2x6 continuous strongback.See detail �( rr� STRBRIBR1014 for bracing and bridging �� G(N FF O recommendations. C9 19575 41 Deflection estimate assumes composite action with 12 %, single layer of the appropriate span rated glue-nailed wood sheathing. /- Truss must be installed as shown with top chord up. 11 6/2118 Bracing GI OREGON Fasten rated sheathing to one face of this frame. 9 V°n•20,10_ ROLD W"N� Renews 6/3012019 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)1or safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this dwing,any failure to build the N,7, Y. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracidrawing ng of trussesAeal on this drawing or cover pae listing this drawing,indicates acceptance of pro-fessronal 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 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 Job Number: 1116053 Ply: 1 SEQN:11711 / T7 / SY42 Cust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 5 FROM:BB DrwNo: 298.18.0802.53389 Truss Label: H BFR / GWH 10/25/2018 T10"88, ' 13,6" 7'10"8 �4 5,3" I 2'6" -1 26"12 I 2'6"12-I F-2'6"12-{ (TYP) 1111.5X3 1111.5X3 =3X7 1111.5X3 =3X3 =3X7 1111.5X3 A B C D E F G T — — — N / -'' ''' ,:--- 1a. '-I' L1 K J I r 3X5 =3X7 =3X5 ,-3X5 III 1.5X3 r 13'6" f° 13'6" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.101 D 999 480 L 769 /- /- /- /- /1.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.165 D 980 360 H 769 /- /- /- /- /1.7 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.023 H - - L Min Brg Width Req= 1.3 EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.037 H - - H Min Brg Width Req= 1.3 NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings L&H are a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.382 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.651 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.369 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-1848 D-E 0 -1843 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-1848 E-F 0 -1835 Lumber Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 DF-L Std/Stud L-K 1209 0 J-I 1843 0 Loading K-J 1849 0 I-H 1214 0 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Additional Notes L-B 0-1364 I-F 709 0 B-K 726 0 F-H 0 -1371 +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ��EO PROFFss � �y ,,,GINE.:%„ G 19575 F+ %, 1 t 6/2118 OREGON 9R°L 1oWaN�: Renews 613012019 **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 for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, C as applicab e. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to A LPI N G 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 AN ITW COMPANY truss in conformance with ANSI I P1 1,or for handling'shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of prooesslonal 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 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 , • X Job Number: 1116053 Ply: 1 SEQN:154038 /T2 / SY42 Cust:RR7175 JRef:1WfI71750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.54293 Truss Label: G BFR / GWH 10/25/2018 1- 5'3" I4"8 23'0"4 H 5'3" "8 17'7"12 H--2'6" I 2'6"12--1 I—2'1" —2'6"12—r-{--2'6"12—4.—2'6"12—I 2'6"12---{ (TYP) 3X5 =3X5 =3X7 =W=3X5 =3X3 =3X5 A B CD E F G H I J K L SP T 3X5 =3X3 =W =33X5 3X10 =3X7 -==3X3 =3X5 3X5 I- 102" 1 12'10"4 I 23'0"4 -{ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.063 J 999 360 T 493 /- /- /- /- /3.8 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.117 J 999 240 P 1592 /- /- /- /- /3.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 M - - M 642 /- /- /- /- /- EXP:NA d:L Des 57.00 HORZ(TL):0.024 M - - T Min Brg Width Req= 1.3 Des d: :10.00 Mean Height NA ftNCBCode I Misc Criteria Creep Factor:1.5 P Min Brg Width Req= 1.3 TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.645 M Min Brg Width Req= - SLoffd: 2.00 BCDL:NA psf Bearings T&P are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.457 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.469 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:10(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.15 B-C 124 -776 G-H 0 -1165 Lumber C-D 130 -775 H-I 0 -1165 Top chord 4x2 HF#2 D-E 139 -764 I-J 0 -1165 Bot chord 4x2 HF#2 E-F 1075 0 J-K 0 -1349 Webs 4x2 DF-L Std/Stud F-G 1075 0 Plating Notes All plates are 2X4 except as noted. Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading T-S 687 0 P-O 409 -165 Bottom chord checked for 10.00 psf non-concurrent S-R 775 -130 0-N 1362 0 bottom chord live load applied per IRC-12 section R-Q 377 -436 N-M 967 0 301.5. Q-P 377 -436 Additional Notes Maximum Web Forces Per Ply(lbs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging recommendations. T-B 0 -776 G-0 923 0 Deflection estimate assumes composite action with R-E 619 0 N-K 436 0 single layer of the appropriate span rated glue-nailedEp PROF E-P 0-1175 K-M 0 -1091 wood sheathing. �� FS P-G 0-1444 Truss must be installed as shown with top chord up. O.g� �14G 1 N E• s/OZ 19575 y i 6/21 8 OREGON 9Re �.0`DW �► Renews 813012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fosafety actices prior to erforming these functions. Installers shall provide temporary (5031357-2118 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. Applplateseto each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for sandard 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 ,+,1,w ,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing,indicates acceptance of proTesstonaf engineering responsibility solely for the design shown. The suitability Rovana and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 835151aRovan C Circle 95828 For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org r Job Number: 1116053 Ply: 1 SEQN:11594 / T4 / SY42 Gust:RR7175 JRef: 1Wf171750001 Rvrside 2885 Floor Master Qty: 9 FROM:BB DrwNo: 298.18.0802.52969 Truss Label: E BFR / GWH 10/25/2018 7,10"8 18,4,"8 16'3" 7'10"8 6"1 7'10"8 ! 2'6" -I 2'6"12 H 2'6"12--{ F-2'6"12 f 2'6"12--{ (TYP) 1112X4 =3X10 1112X4 =3X3 3X3 1112X4 w 3X10 1112X4 A B C D E F G H LP K - .- , +0 _,_ -, N M L K J I =3X7 =3X10 1112X4 =3X10 =3X7 III 2X4 r 16'3" I- 16'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.185 L 999 480 N 926 /- /- I- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.302 L 644 360 I 926 I- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.039 I - - N Min Brg Width Req= - EXP:NA Des Ld: 57.00 HORZ(TL):0.064 I - - I Min Brg Width Req= 1.3 Mean Height:NA ft NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearing I is a rigid surface. Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.373 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.773 Members not listed have forces less than 375# RepFactors Used:Yes Max Web CSI:0.535 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): B-C 0-2434 E-F 0 -2434 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 C-D 0-2434 F-G 0 -2434 Lumber D-E 0-2748 Top chord 4x2 HF#2 Maximum Bot Chord Forces Per Ply Bot chord 4x2 HF#2 Chords Tens.Comp. (lbs) Webs 4x2 DF-L Std/Stud Chords Tens. Comp. Loading N-M 1507 0 K-J 2748 0 M-L 2748 0 J-I 1507 0 Bottom chord checked for 10.00 psf non-concurrent L-K 2748 0 bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. +2x6 continuous strongback.See detail N-B 0-1701 J-G 1053 0 STRBRIBR1014 for bracing and bridging B-M 1053 0 G-I 0 -1701 recommendations. Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. c#NI, PROF% � G D 4 � � O w� 19575 + p �i 1i 6/2118 0 OREGON '14,2 ,,9 Nom: Renews 6130/2019 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face ofptruss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer 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 AN 11W COMPANY truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proifessronal 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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95828 * v r r Job Number: 1116053 Ply: 1 SEQN:112564/T3 / SY42 Gust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 3 FROM:BB DrwNo: 298.18.0802.53202 Truss Label: A BFR / GWH 10/25/2018 5'3" _q'4" 8'1" 5,3" 11" 2'9" F 2'6" -I- 2'6"12 -1 (TYP) 1!11.5X3 1111.5X3 E 3X5 E 3X5 1111.5X3 A B CD E T — — ic) x IH G OF 3X5 -3X3—ii 5X3 =3X5 A8'1" 'i I8'1" -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Bed/CS!Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 H 999 480 1 461 /_ /_ /_ /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.036 H 999 360 F 461 /- /- /- /- /2.5 BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.006 F - - I Min Brg Width Req= - EXP:NA 9 HORZ(TL):0.010 F - - F Min BrgWidth Req= 1.3 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Bearing F is a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.445 Soffit: 2.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.454 Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.199 Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -666 C-D 0 -663 Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.15 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 I-H 625 0 G-F 664 0 Webs 4x2 DF-L Std/Stud H-G 663 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. I-B 0 -706 D-F 0 -750 Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. ��EO PROFS .� G1NF �O /9 19575 �� y il �' i // I 1 r 6/2118 1 OREGON i `ar. 19- R 20, �V OLO W. Renews 6130/2019 `*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)Mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 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 M1 rrW pO,rrrr,,. 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 essiona engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For mom information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEQN:24802 / T14 /SY42 Cust:RR7175 JRef: 1Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53515 Truss Label: AGE BFR / GWH 10/25/2018 H 1'4.'12—1— 1'4" (TYP) A G io 1 II II II II II 1 2X4 -=2X4 3X5(**) w 3X5(**) -=3X5(**) w 3X5(**) --3X5(**) 8'1n 8'1„ Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or`=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 0* 131 /- /- /- /- /97.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 0 Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 0 - - Bearing 0 is a rigid surface. EXP:NA HORZ TL:-0.000 0 Des Ld: 57.00 Mean Height:NA ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.157 Load Duration:1.00 MW FRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.028 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.061 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (")5 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes O PRORFS Deflection estimate assumes composite action with t3j single layer of the appropriate span rated glue-nailed �.) aG I N FOZ wood sheathing. 19575 Truss must be installed as shown with top chord up. % /4111k 1/ 6/2118 OREGON IA ;9.1sa . Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properllry attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled 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 NJ 1W 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 suability8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSITfPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:350844 /T11 /SY42 Gust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53249 Truss Label: F BFR / GWH 10/25/2018 2'9" 3'8" 6'5" 2'9" 11., 2'9" H I 2'6"- -I (TYP) 1111.5X3 3X3 683X3 1111.5X3 A B C D T - 101 '' G F E III 1.5X3 III 1.5X3 - 3X3 3X3 r 6'5" F- 6'5" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.022 G 999 480 H 366 /- I- /- /- /2.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.046 G 999 360 E 366 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.007 B - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 57.00 HORZ(TL):0.014 B - - E Min Brg Width Req= - Mean Height:NA ft BearingH is rigid surface. NCBCLL:10.00 TCDL:NA psf Code I Misc Criteria Creep Factor.1.5 a Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist NA TPI Std:2007 Max BC CSI: 0.256 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.135 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:10(0)/4(0) Chords Tens.Comp. I:NA GCpi:NA Plate Type(s): B-C 0 -452 Wind Duration:NA WAVE VIEW Ver:15.01.016.0522.21 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 4x2 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 4x2 HF#2 H-G 451 0 F-E 451 0 Webs 4x2 DF-L Std/Stud G-F 452 0 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-12 section 301.5. H-B 0 -509 C-E 0 -509 Additional Notes Truss must be installed as shown with top chord up. ,c (S'PROpSSS O�5 _kG1NFF'li % 19575 9 fl /- 11 6/21 8 OREGON "9�`+n.20,1906 6:#, OCD W.N Renews 813 012 01 9 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety pactices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinitDetails, 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 it+mvcoMvnmv 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 proTessionar 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.iccsafe.org Sacramento,CA 95828 1 Job Number: 1116053 Ply: 1 SEQN:26319 / T28 /SY42 Cust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53420 Truss Label: Z BFR / GWH 10/25/2018 H-- 1'4"12 1 1'4"—H (TYP) A E T ■ I OI-riI-I- I r..r. ■.• ...�1 onissommin 5) K (, 2X4 =2X4 3X5(**) =3X5(**) w 3X5(**) F 5'5"14 H f- 5'5"14 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 D 999 480 Enclosure:NA G' Mi r- /- I- /- /65.9 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.001 D 999 360 G Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 K - - Bearing K is a rigid surface. EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):-0.000 K - - NCBCLL:10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.164 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.029 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.066 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)3 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Ile°pRORF Deflection estimate assumes composite action with 4' , single layer of the appropriate span rated glue-nailed �y �G INF� /i�y wood sheathing. �19575 Truss must be installed as shown with top chord up. c 1 /I i 11 6/2118 OREGON "Si `be.20,19ab e*. "'OLD .N Renews 6130/2019 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US 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 sheathin 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 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 oro7essronaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 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: ostpinst.orq;SBCA: www.sbcindustry.corn;ICC:www.iccsafe.org s Ir Job Number: 1116053 Ply: 1 SEAN:24813 / T5 / SY42 Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52939 Truss Label: M1 BFR / GWH 10/25/2018 III 1.5X3 III 1.5X3 III 1.5X3 I I 11.5X3 AB ii T .____•_.• ■ ■ IUi�iEiIiEi�ME • • M :I. :-: AU IH G F 111153( _ X3* ) 1111.5X3) =3X5(**)3X3(**) 1111.5X3 1111.5X3 3'6"4 -j f 3'6"4 - { Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pt NA Ce:NA VERT(LL): 0.018 B 999 480 I 201 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.029 B 999 360 F 201 /- I- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.003 D - - I Min Brg Width Req= - Des Ld: 57.00 EXP:NA HORZ(TL):-0.005 D - - F Min Brg Width Req= - Mean Height:NA ft Code/Misc Criteria Creep Factor.1.5 NCBCLL:10.00 TCDL:NA psf Soffit: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.153 Members not listed have forces less than 375# BCDL:NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.169 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.859 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.000.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with „EQ PROF. single layer of the appropriate span rated glue-nailed ,�� Ss wood sheathing. G t N Truss must be installed as shown with top chord up. O` ''> O9 1 19575 4 %i "SI Renws 8/30/2019 *`WARNING** READ AND FOL LOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fbsafety 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 bracinginstalled per BCSI sections B3,B7 or B10, as applicable.e. Applplates to each face of truss and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to A ,PL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ,w rrw 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 Rovana and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 835151aRovan C Circle 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 Job Number: 1116053 Ply: 1 SEQN:39505 / T19 /SY42 Gust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53186 Truss Label: M BFR / GWH 10/25/2018 4 2,9,. , 3,4„1 '8 2'9" 7"12 �- 2'6" -{ 1111.5X3 =3X3 1111.5X3 A B C F E D 3X3 III 1.5X3 III 1.5X3 1 3'6„4 3'6"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.028 E 999 480 F 95 /- /- /- I- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.070 E 602 360 D 95 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.015 B - - F Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.036 B - - D Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:NA psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.796 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.315 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.051 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. Truss must be installed as shown with top chord up. 4Y- PROFESS 19575 �� 9 11 6/2118 OREGON 9,QO`D,,9eN�: Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing (503)357 and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357US OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary -2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplatestto each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to drawings 160A-Z for sandard 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 gpa truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover e listing this drawing,indicates acceptance of proessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 { • Job Number: 1116053 Ply: 1 SEQN:26315 / T27 /SY42 Cust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53561 Truss Label: X BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A • i 20 E, D 2X4 =2X4 1111.5X3 1111.5X3 { 1'10"4 1'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.000 B 999 480 D* 114 /- /- /- /- /22.2 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 B 999 360 D Min Brg Width Req= - BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL):-0.000 E - - Bearing E is a rigid surface. EXP:NA HORZ(TL):-0.000 E Des Ld: 57.00 Mean Height:NA ft Factor:1.5 Members not listed have forces less than 375# NCBCLL:10.00 Code 1 Misc Criteria Creep TCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.245 Soffit: 2.00 BCDL:NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.038 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.146 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:15.02.00C.1217.16 Lumber Top chord 4x2 HF#2 Bot chord 4x2 HF#2 Webs 4x2 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. 9 Truss must be installed as shown with top chord up. ��ED PROFESS 95 19575 " y %r if 6/2118 OREGON l 'en.20,190 f ROLA Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or B10, .411164. as applicable. Apply plates to each face ofptruss 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 /N MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle For more information see 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 Y y Job Number: 1116053 Ply: 1 SEQN:39508 / T25 /SY42 Cost:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53248 Truss Label: BPX BFR / GWH 10/25/2018 1111.5X3 1111.5X3 1112X4 1112X4 A B C D ommummiimm mil II ■ , ._._I11w2_III I H G F E 1112X4 1112X4 1111.5X3 111.5X3 1'8"8 1,8"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL):-0.024 C 855 480 H 46 /379 /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL):-0.040 C 510 360 E 46 /401 /- /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.001 D - - H Min Brg Width Req= - EXP:NA Des Ld: 57.00 Mean Height:NA ft HORZ(TL):0.002 D - - E Min Brg Width Req= - NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:NA psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.947 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std:2007 Max BC CSI: 0.563 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI:0.311 Loc.from endwall:NA FT/RT:10(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 4x2 HF#1&Bet. Bot chord 4x2 HF#2 Webs 4x2 DF-L#2:W2,W3 4x2 DF-L Std/Stud: Bracing Sheathing is required for any longitudinal(drag) forces.All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Additional Notes Deflection estimate assumes composite action with single layer of the appropriate span rated glue-nailed wood sheathing. (��`�D PROFE, Negative reaction(s)of-401#MAX.from a non-wind 'c trj load case requires uplift connection.See Maximum �� ,AG'NE4 Oy Reactions. 19575 Truss must be installed as shown with top chord up. %, /- 11 6/2118 OREGON Renews 6/3012019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byt TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listingthis drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and se 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 r t t SEQN:210981 T6 FLAT Ply: 2 Job Number: 1116053 Cost:R7175 JRef:1Wf171750001 FROM:BB Qty: 1 Rvrside 2885 Floor Master DrwNo: 298.18.1647.02000 Truss Label: LG PBC / GWH 10/25/2018 S S 2 Complete Trusses Required 3'5906'9"9 10'4"10 13'11"10 17'6"11 2010"9 24'4"4 3'5"10 I 3'3"14 I 3'7"1 I 3'7"1 I 3'7"1 I 3'3"14 I 3'5"10 6X8 =4X88[5] 1111.50X3 =3X511] =3X5413] =3F5= 3X518] =3X54220] =4X5 A .6411 1 mil Q P 0 N M L K "'J 1113X5 =5X7[4] =6X8[7]=SS0514 =3X5[12] =3X5[14] =3X5[19] =3X5[21] 1111.5X3 r 24'4"4 1 3'5"10 , 3'3"14 , 3'7"1I 3'7"1 I 37"1 I 3'314 3'510 ', I3'5"10 6'9"9 10'4"10 13'11"10 17'6"11 20'10"9 24'4"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL): 0.539 N 541 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL):0.886 N 329 240 R 2980 /- /- /- /- /- BCDL: 7.00 Category:NA Snow Duration: - HORZ(LL): 0.078 A - - J 1296 /- /- /- /- /- Des Ld: 57.00 EXP:NAight NA HORZ(TL):0.180 A - - R Brg Width=5.5 Min Req= 1.6 NCBCLL:0.00 Mean Height:NA ft Code I Misc Criteria Creep Factor.2.0 J Brg Width=3.7 Min Req= 1.5 TCDL:NA psf BldgCode: Custom Max TC CSI: 0.861 Bearings R&J are a rigid surface. Soffit: 2.00 BCDL:NA psf Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std:2014 Max BC CSI: 0.779 Members not listed have forces less than 375# Spacing:Special loads C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.844 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-4182 E-F 0 -5196 Wind Duration:NA WAVE,18SS VIEW Ver:16.01.000.0327.16 B-C 0-8040 F-G 0 -5196 Lumber Additional Notes C-D 0-8040 G-H 0 -3500 D-E 0-6911 H-I 0 -1761 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Botschord2x6 DF-L St Stud2400:W2,OE Use of truss designs for any particular project Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 DF-L Std/Stud W4,W8,W 10,W 12,W 14 is the responsibilityof the buildingowner or Chords Tens.Comp. Chords Tens. Comp. DF-L#2: p' building design professional.Building designer is Nailnote responsible for conventional framing.Loads& Q-P 4522 0 N-M 5340 0 Nail Schedule:0.120"x3",min.nails dimensions entered by truss manufacturer. P-0 7016 0 M-L 3646 0 O-N 7016 0 L-K 1920 0 Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 7.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. A-R 0-1432 E-M 0 -576 Special Loads A-Q 4393 0 M-G 1642 0 --(Lumber Dur.Fac1.15/Plate Dur.Fac1.15) Q-B 0 -1356 G-L 0 585 . . TC:From 17 plf at 0.00 to 17 plf at 24.35 B-P 3731 0 L-H 1693 0 BC:From 2 plf at 0.00 to 2 plf at 24.35 P-D 1156 0 H-K 0 -632 BC:3813 lb Conc.Load at 6.80 D-N 0 -422 K-I 1849 0 ��it€oPROFFS� N-E 1666 0 I-J 0 -613 Plate Shift Table No Size Shift JT PlateC Bite No Size Shift JT PlateC Bite C.* 41-- 1 9575,]N FFA 'O2; [4] W5X7 S 1.25 [5] W4X8 S 1.25 1 11, [7] W6X8 3.00 L 2.75 [11] W3X5 S 1.25 [12] W3X5 2.25 L 1.25 [13] W3X5 2.25 R 1.25 - , [14] W3X5 S 1.25 [18] W3X5 S 1.25 6/21 8 [19] W3X5 2.25 L 1.25 [20] W3X5 2.25 R 1.25 [21] W3X5 2.00 L 1.25 0 OREGON Purlins "t n.20,190" 9 The TC of this truss shall be braced with attached R°C D W"N� spans at 24"OC in lieu of structural sheathing. Renews 8/30/2019 *"WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fbsafety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a 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 w ,. truss in conformance with ANSIITPI 1,or for handling,shipping,installation and braciK,r, ng of trussesA seal on this drawing or cover page listing this drawing Indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suitability and use of this 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 a, r t Job Number: 1116053 Ply: 2 SEQN:108037 /T1 / FLAT Gust:RR7175 JRef: 1WfI71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52968 Truss Label: KG BFR / GWH 10/25/2018 I 5 —5 2 Complete Trusses Required 4,9„8 IH 2'4"14 1 3'2" 1'7"8 6'5"8 16'111"2 9'4" 2'4"14 9 2 1'8" 5"16 2'4"14 1111.5X3 III 1.5X3 6X8 III 1.5X3 1111.5X3 1111.5X3 A B C D E F =6X8G TW2o 0 0 0o w <02 N� M I H =5X7L(**) 1111.5X3 J 5X7(") 1113X7 1113X7 III 1.5X3 1111.5X3 r 9'4" A 2'4"14 9"2 1'8" 5"1 2'4"14 I 2'4"14 I 3,2.1 17"8 6'5"8 16'1 "2 9,4„ 'I 4'9"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:NA mph Pf:NA Ce:NA VERT(LL): 0.089 D 999 360 N 3417 /0 /161 /- /- /5.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.179 D 626 240 H 3658 /0 /161 /- /- /- BCDL: 7.00 Category:NA Snow Duration:NA HORZ(LL): 0.015 A - - N Min Brg Width Req= 2.8 EXP:NA HORZ TL:0.043 A - - H Min Br Width Des Ld: 57.00 Mean Height:NA ft ( ) 9 Req g NCBCLL:0.00 Code f Misc Criteria Creep Factor:1.5 Bearing N is a rigid surface. TCDL:NA psf BldgCode: IRC 2012 Max TC CSI: 0.625 Soffit:a2.00 BCDL:NA psf Members not listed have forces less than 375# Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.745 Spacing:2.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.720 Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): A-B 101 -2936 D-E 106 -3053 Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 B-C 106-3053 E-F 106 -3053 Lumber Additional Notes C-D 106-3053 F-G 101 -2895 Top chord 2x4 DF-L#1&Bet. Truss must be installed as shown with top chord up. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF SS Webs 2x4 DF-L Std/Stud:W2,W8 2x4 DF-L#2: Chords Tens.Comp. Chords Tens. Comp. M-L 3053 -106 K-J 3053 -106 Nailnote L-K 3053 -106 J-I 3053 -106 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 1.25"o.c. Bot Chord:1 Row @12.00"o.c. Maximum Web Forces Per Ply(lbs) Webs :1 Row © 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails A-N 71 -1759 D-K 19 -390 in each row to avoid splitting. A-M 3260 -113 F-I 48 -1232 Special Loads M-B 48 -917 I-G 3209 -112 C-L 9 -401 G-H 71 -1817 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC:From 8 plf at 0.00 to 8 plf at 9.33 BC:From 1 plf at 0.00 to 1 plf at 9.33 TC: 998 lb Conc.Load at 0.60,2.60,3.31,4.60 6.60,7.31,8.75 0,0 PROF,6 Plating Notes ((� tS' (**)2 plate(s)require special positioning.Refer to � �G . %s., 0 scaled plate plot details for special positioning 0N F19575 requirements. fr . Purlins �/ ' � The TC of this truss shall be braced with attached 1/ 6/2118 spans at 24"oc in lieu of structural sheathing. OREGON Additional Notes 1.15. 9 L..°0- an 20,19ep Use of truss designs for any particular project R0L D NFi is the responsibility of the building owner or building designprofessional.Building designer is responsible for conventional framing.Loads& Renews 8/90/2019 dimensions entered by truss manufacturer. "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 CORNE7- OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-212118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN 1iw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95828 'r i Job Number: 1116053 Ply. 1 SEQN:11721 / T18 I GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 2 FROM:BB DrwNo: 298.18.0802.53187 Truss Label: RT3 BFR / GWH 10/25/2018 5'9"13 I 11'5"15 -1 17'3"12 5'9"13 5'8"1 5'9"13 H 1'4"H (TYP) A FAA K P T o o a o 0 0 o n o o o 0 0 0 0 0 `r -i- I $ $ o- W2 0 1 $ $ 0 $AF.$ $ 0 W6 $ 1 o Lr u I i, U3 //��//�/S//��3 R 3X III 1.5X3(**) =4X8(*") =4X8("') Ill.5X3(") I 17'3"12 1 5'8"1 " 2 5'4"9 "12 5'8"1 5'8"1 -".?2 11'4"3 1 '115 17'3"12 ' 1"9 1 '7"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.036 C 999 360 R* 84 /0 /35 /- /- /207 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.074 C 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 P - - R Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 U - - Bearing U is a rigid surface. Mean Height:15.00 ft 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: 0.248 Members not listed have forces less than 375# TPI Std:2007 Max BC CSI: 0.154 Maximum Web Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.406 Loc.from endwall:Any FT/RT:2(0)/4(0) AA-F 117 -485 K-AF 117 -484 GCpi:0.18 Plate Type(s): AA-T 105 -433 S-AF 105 -433 Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#1&Bet. Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W2,W6 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MW FRS with additional C&C member design. ,c„i‘EO PROpcs% O.5 GINE /O F r .� 19575 7 r/ /' /- -- 1 1/ 6/21 8 OREGON 9ROL•DW. Renews 6130/2019 "*WARNING” READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CO3) OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN m„°CN,AN`, 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 prooessronal 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 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 f M Y Job Number: 1116053 Ply: 1 SEQN:102909 /T24 /GABL Cust:RR7175 JRef: 1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53342 Truss Label: RT9 BFR / GWH 10/25/2018 1'4"-H (TYP) A ) 0 fl 0 0 0 fl a So fl 0 fl a a a a U 0 10'3" 10'3" 10'3" 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/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 J" 97 /18 /37 /- /- /123 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - J Min Brg Width Req= - EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - Bearing R is a rigid surface. NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.019 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 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. EO PROp �yGINE � � O 0 19575 / 1 t 6/2118 OREGON 0 9R0L�oWaOS' Renews 6/30/2019 'I ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 466 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the NAM COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listingthis drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the Building Designer per 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.corn;ICC: www.iccsafe.org Sacramento,CA 95828 v • Job Number: 1116053 Ply: 1 SEQN:105600 /T12 /GABL Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52937 Truss Label: RT6 BFR / GWH 10/25/2018 I3"8 9 6 3" 9'2"8 1'4"--{ (TYP) A H T 0 W1 0 0 0 0 0 0 0 W2 `° 0 0 0 0 T1 K J 3X5(**) 0 3X5(** 1113X5 III 3X5 I- 9'6" H 9'6" H 9'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.157 E 726 360 K" 84 /0 /35 /- /- /114 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.317 E 359 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 K - - K Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.007 K - - Bearing K is a rigid surface. NCBCLL:10.00 Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor.1.5 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.667 Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Maximum Bot Chord Forces Per Ply(lbs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.486 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.509 Chords Tens.Comp. Loc.from endwall:Any FT/RT:2(0)/4(0) K-J 455 -165 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet. Webs 2x4 DF-L Std/Stud:W1,W2 2x4 DF-L#2: Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Use of truss designs for any particular project CEO PROPS is the responsibility of the building owner or ,c�(, SS building designprofessional. Loads&dimensions `Gj aG(N F�� /O entered by truss manufacturer. C9 "1.- 19575 19575 y it L 6/2118 1 0 OREGON J 9ROILDw.NA , i Renews 6/30/2019 'i **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)tb'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. refer to A LP I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,M COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proTessronar 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 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.org Sacramento,CA 95828 V 1,- Job Job Number: 1116053 Ply: 1 SEAN:102907 /T23 /GABL Cust:R R7175 JRef: 1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53374 Truss Label: RT10 BFR / GWH 10/25/2018 1--- 1'4"--1 1 (TYP) A G T 0 0 0 0 0 00 1 a 0 0 0 -Q- 0 0 N/ H H 7'1" H 71"F { 7'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or.=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 H' 97 /30 /37 /- I- /85.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - H Min Brg Width Req= - EXP:B Des Ld: 42.00 ( )TL HORZ :0.000 A - - Bearing N is a rigid surface. Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.028 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.009 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.027 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 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x3 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 1.5X3 except as noted. Wind Wind loads based on MWFRS with additional C&C member design. � P PROFESS %. G%NF tO 19575 41 p %r 1/ 6/2118 OREGON 17,11,4""on. WatV' Renews 8/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS 97113 Component Safety Information,by TPI ant]SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-21 i86 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. 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 µmy 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 orOtesstonal engineering responsibility solely for the design shown. The suitability Rovana and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/I-PI 1 Sec.2. 835151aRovan C Circle 95828 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org • ► r Job Number: 1116053 Ply: 1 SEQN:11729 / T20 /GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.52940 Truss Label: RT7 BFR / GWH 10/25/2018 H- 1'4" (TYP) A E • T1'7-1'7 W 1 n IIIPiEllymgal �� G 1111.5X4(3) 111135X4(**) F' 5'6" H 1-• 5r6" 5'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 LL VERT : 0.048 C 999 360 VERT(LL): G* 84 /0 135 /- /- /66.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.096 C 687 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - Des Ld: 42.00 EXP:B HORZ(TL):-0.000 H - - Bearing H is a rigid surface. Mean Height:15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.239 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.227 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.322 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.02.000.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. 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 PROFESS O„5 NAG1NFR' i0 N 19575 • 1/ 6/21 8 OREGON K......___},411111 ROLD 'W°N- Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 ANITINCOMPANI 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 pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 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.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 Job Number: 1116053 Ply: 1 SEAN:11717 / T8 / GABL Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53514 Truss Label: RT4 BFR / GWH 10/25/2018 1'4" 1'2"4 (TYP) A E • • wi • m 11 ■ ■ ■ 1 ," 1 ' G 3X3 —=3X3 1111.5X4(**) III 1.5X4(**) 5'4" -i 5'4" 5'4" 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/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.042 C 999 360 G" 84 /0 /35 /- /- /64.0 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.085 C 748 240 Wind reactions based on MWFRS BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 E - - G Min Brg Width Req= - EXP:B a 9 HORZ TL:-0.000 H - - BearingH is rigid surface. Des Ld: 42.00 ( ) Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 NCBCLL:10.00 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.223 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.215 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.305 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.1217.15 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud:W1 2x4 DF-L#2: Plating Notes All plates are 1.5X3 except as noted. ("")2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. _EO PROpSSS Cay `,IN� '02 19575 7 �i ,I i 1i 6/21 8 OREGON 9,.0L:9,,e Nom: Renews 6/3012019 ""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 CORNE7I2OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-211 18 Ext bracing per BCSI.Unless noted oTherwise,topychord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN ITW 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 prOfesslonal engineering responsibility solely for the design shown. The suitability 8351 Rovana Circle and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95828 R h Y ✓ Job Number: 1116053 Ply: 1 SEQN:118514 /T29 /FLAT Cust:RR7175 JRef:1Wf171750001 Rvrside 2885 Floor Master Qty: 7 FROM:BB DrwNo: 298.18.0802.53530 Truss Label: BPI BFR / GWH 10/25/2018 III 1.5X3 - 3X3 B I ; Iii■ ■ 1110.- 11 iC 3X3 1111.5X3 1'8"4 1'8"4 1'8"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/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 71 /0 /29 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 71 /0 /29 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.041 9 g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.021 RepFactors Used:Yes Max Web CSI:0.024 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 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L 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. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required �°PROF for any longitudinal(drag)forces.All horizontal and vertical 0f. F diaphragms and connections shall be designed by the �' `SSS engineer of record.See Code section R602.10.6.2. •••. �G(N E� O �G 19575 y r� (41111 1L 6/2118 OREGON 14'An.20,10- f -TOLD W.NA- Renews NRenews 8/30/2019 "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)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 rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the 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 11\N . truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro7essronal 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 r X Job Number: 1116053 Ply: 1 SEQN:116938 /T30 /FLAT Cust:RR7175 JRef:1 Wf171750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53545 Truss Label: BP2 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 AS�B -i ■ ■ EMI 9 11110.-=111.111_ 1111.5X3 1111.5X3 1'1"6 1'1"6 1'1"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft LI# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 47 /0 /19 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 47 /0 /19 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS EXP:B HORZ TL:0.000 A - - D Min Br Width Req1.5 Des Ld: 42.00 Mean Height:15.00 ft ( ) 9 NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 C Min Brg Width Req= 1.5 TCDL:6.0 psf Bearings D&C are a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.018 9 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.009 RepFactors Used:Yes Max Web CSI: 0.013 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 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. O PRO/t r. This truss is designed to support vertical loads only. This truss has not been designed to transfer lateral or Nr aCs I N F� O longitudinal forces.Sheathing or other bracing is required O for any longitudinal(drag)forces.All horizontal and vertical 19575 diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. /'.!� 1/ 6/2118 OREGON 4RO`De zo,,sN‘'. Renews 8/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)f6'rsafety practices prior to performing these functions. Installers shall provide temporary (5003)3)3 357 US 57-2118 Ext bracing per BCSI.Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin ins-tal!ed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointtDetails, 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 theM r,WW,,,M,,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of resslonal engineering responsibility solely for the design shown. The suitability and use of this drawingorofor 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 r Y k Job Number: 1116053 Ply: 1 SEQN:116940 /T31 /FLAT Gust:RR7175 JRef:1Wfl71750001 Rvrside 2885 Floor Master Qty: 1 FROM:BB DrwNo: 298.18.0802.53232 Truss Label: BP3 BFR / GWH 10/25/2018 1111.5X3 1111.5X3 A B • •1111.5X3 1111.5X3 1'0"8 1'0"8 -1 1'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 D 44 /0 /18 /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu: - Cs:not used VERT(TL): 0.000 B 999 240 C 44 /0 /18 /- /- /5.5 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 A - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B HORZ(TL):0.000 A - - D Min Brg Width Req= 1.5 Mean Height 15.00 ft C Min BrgWidth Req= 1.5 NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.016 Bearings D&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.008 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI:0.012 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 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 DF-L Std/Stud Bracing Fasten rated sheathing to one face of this frame. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. CEO PROFS. This truss is designed to support vertical loads only. .(G S13% This truss has not been designed to transfer lateral or longitudinal forces.Sheathing or other bracing is required 0 19575 2 for any longitudinal(drag)forces.All horizontal and vertical 7 diaphragms and connections shall be designed by the engineer of record.See Code section R602.10.6.2. 1/ 6/21 8 OREGON Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 2/US OR 97113 Component Safety Information,by TPI and SBCA)t$P safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural 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 ,N truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,Indicates acceptance of proTessionai 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 ANSUTPI 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 6. Gable Detail For Let-in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. " + Refer to Engineered truss design for °11%\\%114111% � � 9 9 peak, splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of �` the overlapped plates to span the web. Goble © all Veracal O Example' 2X4 Length ty.. 2X4 2X8 'T' Reinforcement Attachment Detail It ;AI . 'T' Reinforcing 'T' Reinforcing © Member Member ii: © © Toe-nail - Or - X End-nail • X OCO 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, RI•Id Sheathln. Toenalled Nalls, specie, and grade of the 'V reinforcing member. 1Od Common (0.148'x3',min) Toenails at 4' o.c. plus �i 4 NaR �l hl (4) toenails in the top and bottom chords. 1✓eb Length Increase w/ T Brace 'T' Relnf. 'T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Exam ler 2x6 20 P A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' o,C. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENCI01014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A1153OENC101014, A1203OENC101014, AI403OENC101014, AI603OENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. j4 Nall Ceiling ��EO PROpSSS seVARNNINGIss READ AND FILLOV ALL TOTES IN THIS GRAVING *,v.G 1 W r�n /O B WIPTANT U FURNISH THIS BRAVING TO ALL CVITRACTI♦tS INCLUDIO THE INSTALLERS. O "f REF LET-IN VERT Trusses require extreme care h fabricati g.handling,shipping,installing and bracing. 19575„ ,g Refer to , AdiDATE 10/01/14 /� folio.the latest edition of SCSI CBuR*,g Component Safety Information,by TPI and SBCA)for safety — practices prior to performing these functions Installers shall provide temporary bracing per HCSL J \ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord (� DRWG GBLLETIN1014 � �� shall have a properly ailed hedper rigid ceiling.ctio Locations53,51shown for permanent lateral restraint of sobs shall have bracing installed per SCSI sections B3,B1 or BM,as applicable. Apply plates to each face , n/ I ' d of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. C) OREGON J Alpine,a division of ITV Bulking Components Group Inc shall not be responsible for any deviation Fran v b AN RW COMPANY this drawkg,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, in. 0 installation i bracing of trusses. 9/Q�L�. '�(�, MAX, TOT, LD, 60 PSF A seal on His ens g ar corm page llsllp this drawig indicates acceptance of professional yv BUR, FAC, ANY �respvndbAlty saWy for the desgn shown The suitability and useof this drawing 13389 Lakefront Drive for ant b the refparubtlty of tlwr BlAdhp Designer pm AI4I/TPI 1 Seca Earth City,MO 03045 For more information see this Job's general notes page and these web sites, Renews6/30/2019 MAX. SPACING 24.0' ALPINE,eww.alpineitscomi TPU www.tpinstorgi SPCA.www.sbcindustry.orgi ICO ewwjccsafe.org STRONGBACK BRIDGING REC❑MMENDATI❑NS 0.-All scab-on blocks shall be a minimum 2x4 BUTT BRIDGING STROTOGEHER NGBACK 'stress graded lumber,' .......... ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' �`' I01101 I s�I ►The purpose of' strongback bridging is to p+ ATTACH SCAB WITH IOd BOX/GUN develop load sharing between individual trusses, 4' -0' 2x6 (0.128'x3.0') NAILS IN 2 ROWS AT resulting In an overall Increase In the SCAB 6' D.C. NOTE• IN LIEU OF SPLICING AS SHOWN, stiffness of the floor system. 2x6 LAP STRONGBACK BRIDGING MEMBERS strongback bridging, positioned as shown in FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL details, is recommended at 10' -0' o.c. (max.) NOTE: Details 1 and 2 are the preferred attachment methods mi.-The terms 'bridging' and 'bracing' are sometimes ATTACH STRONGBACK TO mistakenly used interchangeably. 'Bracing' is an WEB W/ (3) 1Od COMMON important structural requirement of any floor (0.148'x3') NAILS OR (4) lore BOX/GUN or roof system. Refer to the Truss Design O /28'x3,0') NAILS // Drawing (TDD) for the bracing requirements for ��, each individual truss component, 'Bridging,' i ill c\ \/ particularly 'strongback bridging' is a a I .401:6•01111,'0recommendation for a truss system to help \/�, �� control vibration. In addition to aiding in the ` `t�� Q� distribution of point loads between adjacent rid. \�/ truss, strongback bridging serves to reduce STRONGBACK BRIDGING 'bounce' or residual vibration resulting from SPACING REQUIREMENTS moving point loads, such as footsteps. up to 10'None required 1'to 20'1 row(at center of The performance of all floor systems are (2) 10d COMMON (0.148'x3,0') OR 20'to 30'2 rows 0 at each V3 odds) enhanced by the installation of strongback BOX/GUN (0.128'x3.0') NAILS AT 2x6 (MINIMUM) STRONGBACK, 30'to 40'3 rows 0 at each V4 points) bridging and therefore is strongly recommended TOP AND BOTTOM OF 2x4 RESTRAINED AT EACH END. Dvef•40' rows 4'110'ac poets) g 9 9 Y SCAB-ON BLOCK. ATTACH by Alpine. STRONGBACK TO BLOCK W/ (3) lOd COMMON (0148'x3.0') NAILS g g For additional Information regarding strongback OR C4)lOd BOX/GUN (0.128'x3,0') 4 g NAILS. / bridging, refer to BCSI (Building Component .00001.41111° /01 4,1 Safety Information), ./ 11411FrOpt.ff 4111111111110„ i..." aiiiiiiir , ao - •/ ATTACH STRENGBACK �TO BOTTO}1 CHORD WITH \ (2) 910 - 3' SCREWS ,Eo PROFS STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES 'c` IN Ss, BmweTAN,e FURNISH nvncMUM ALL KITES UN INCLUDING S BILMJDO TIE INSTALLERS C/ ANG CF4 % TC LL PSF REF STRONGBACK Ill 1(/ 19575 17 Trusses require extreme core in fabricating,handing,shipping,installing and bracing. Refer to and , follow the latest edition of BCSI Ululldng Caiponent Safety Information,by TPI and SBCA)for safety jr TC DL PSF DATE 10/01/14 practices prior to performkp these functions. Installers shall provide tenporary�bradrng per BCSL unless mated otherwbe,too chord shoo have properly attached strucivrnt sheatfwg and bona,cord /0 ''i BC DL PSF DRWG STRBRIBR1014 III shall have a properly attached rigid cellbp Locations shown for pernonent lateral restraint of webs AP—RINE �^ IlE shall have nd posi Yutolled per BCSI sections B3,B7 or matt appUcobno Moody plods to each face I1�2()�2�1g O ful�\vlI of truss ane posltan as sna.n above and an 33, Jalnt Between vices nates ethe,.ls.. BC LL PSF Refer to drawings 160A-Z for standard plate positions. OREGON Alpine,a division of ITV Bulling Conpofwnts Group Inc.shall not be responsible for any deviation frau ►n a TOT. LD, PSF AN MA1 COMPANY tide dwwhg,any failure to build the truss ln conformance with ANSI/TPI 1,or for handing,shipping, ..... 9 9 installation&bracing of trusses. �•20,19 A seal on thisdrawing ar cover o r pee listingthisids ng r ROL D W W.N� DUR, FAC. 1,00 13389 Lakefront Drive for�b the reaparnr6alty of iFe BuBdrp Dealprer per ANSi/iPI and use 1of this drawing SKE. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews6/30/2019 SPACING ALPOE,malpineld,con,TPI,www,tphst.orgi SBCA m,sbchdutry.argi ICC.m.lccsafearg '3 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 i. I 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 Cl) 1x4 'L' Brace 1, (1) 2x4 'L' Brace x (2) 2x4 'L' Brace 1111 (ll 2x6 'L' Brace x (2) 2x6 'L' Brace ss BracingGroupSpecies and Graded Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S #1 / #2 4' 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 SPF ill / *2 Standard *2 Stud CD U S r #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard 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' Douglas Fir-Larch Southern PineNlrs 0) #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' k3 k3 J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud th Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' II' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d (1J DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' U Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group BI _ #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir SP #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' ill 6 Btr L Y i ii f Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 QJ O I f Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou•las Fir-Larch Southern Plnerswl #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' ® *1 > SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' ® *2 DFL 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). w D f L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' rriFor 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 _312SPF #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. C5 - S P r #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'D u H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. I l Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' o Provide uplift ar <5ns for 35 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). dGable end supSP ports load from 4' 0' outlookers � 14' 0' fti #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. •---i D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm About: Attach 'L' braces with IOd (0.128'x3.0' min) nails. 2 � able Truss „T y, 2i I a 31( For <1) 'L' brace, space nails at 2' o.c, Diagona �ii In 18' end zones and 4' anti ata zones. vertical brace option. •'� **For (2) 'L' braces. space nails 3' o.c. vertical length may be T : In IB' end zones Hadi 6' o.c. between zones. doubled when diagonal )1( 'L' bracing must ben minimum of 80% of web brace is used. Connect 11 1 r� member length. diagonal brace for 335* ,L, .L ■ at each end. Max web Hr ce �� Gable Vertical Plate Sizes total length Is 14'. 31E 31E ,� a Vertical Length :sobs o Splice 2x4 DF-L k2 or s Less than 4' 0' 1X4 or 2X3 better diagonal 'r Greater than 4' 0', but 2X4 Vertical length shown18'brace: single less than il' 6';) Greater than 11' 6' 3X4 In table above. , or double cut 31Egil 45' (asshorn) atL1nTT + Refertocommontrussdesignforupperend. U U .r LJ Q I Nhill I peak, splice, and heel plates. ontinuous Bearl • 'R t Connect diagona at ' � F. Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for _ •- 4-1 - . 9th. not addressed by this detail. r esAIARNIBBss Rewe AND MIMI ALL Nuns ON THIS DRAWING N F ...IMPORTANT...FURNISH THIS°RAVING TO ALL CONTRACTORS INCLUDING TIC INSTALLERS. Ci �'' 19575,. 'Q ./., REF ASCE7-10—GAB12015 Trusses require extreme care In fabricating,handing,shipping,installing and bracing. Refer to and , follow the wast edition of Best(Binding Component Safety Information,by TPI and MBCA)for safety r , DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary.bracing per SCSI. / _ unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord / ' DRWG A12015ENC101014 win shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs A I]1j flE shall have bracing installed per JOS!sections 83,37 or 810,as applicable. Apply plates to each face 1 • 1 1�1�\`v'1l of truss and position as shown above and on the Joint Details,unless noted otherwise. V Refer to drawings 160A-Z for standard plate positions OREGON AN RW Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation from v Inssadatis sing,anybrfailureree to butrusild the truss in conformance with ANSI/TPI 1,or for handing,shipping, '9 -0.20,a 'r MAX. TOT. LD. 60 PSF A seal on this drawingor cover rr listingdrawing, �i»indicates acceptance of professional Rp �►�' engineering re ity ° d, suitability and use of this drawing C 0 W 13389 Lakefront Drive for any siwCtere is responsibility of dhp Designer per ANSI/IPI I Sect. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renew,6/30/2019 MAX, SPACING 24.0' ALPINE.ww.alpineite.coml TPS ww.tpinstorgl SBCA.www.sbcindustry.orgi ICC.mJccsafe.org Commentary: Deflection and Camber Camber may be built Into trusses to compensate L = Span of' Truss (inches) for the vertical deflection that results from the D = Depth of' Truss at Deflection Point (inches) application of loads. Providing camber has the following advantages: Recommended Truss Deflection Limits • Helps to ensure level ceilings and floors after dead loads are applied. Truss Type L/D Deflection Limits • Facilitates drainage to avoid ponding on flat or Live Load Total Load low slope roofs. Pitched Roof Trusses 24 L/240 (vertical) L/180 (vertical) • Compensates for different deflection Floor of Room-In-Attic 24 L/360 (vertical) L/240 (vertical) characteristics between adjacent trusses. Trusses • Improves appearance of garage door headers Flat or Shallow Pitched 24 L/360 (vertical) L/240 (vertical) and other long spans that can appear to 'sag.' Roof Trusses • Avoids 'dips' in roof ridgelines at the transition Residential Floor Trusses 24 L/360 (vertical) L/240 (vertical) from the gable to adjacent clear span trusses. Commercial Floor Trusses 20 L/480 (vertical) L/240 (vertical) In accordance with ANSI/TPI 1 the Building Designer, through the Construction Documents, shall provide the Scissors Trusses 24 0.75' (horizontal) 1.25' (horizontal) location, direction, and magnitude of all loads attributable to ponding that may occur due to the design of the roof - drainage system. The Building Designer shall also specify Truss Type Recommended Camber any dead load, live load, and in-service creep deflection Pitched Trusses 1.00 x Deflection from Actual Dead Load criteria for flat or low-slope roofs subject to ponding loads. Sloping Parallel 1.5 x Vertical Deflection from The amount of camber is dependent on the truss type, Chord Trusses Actual Dead Load span, loading, application, etceteras. Floor Trusses (0.25 x Deflection from Live Load) + More restrictive limits for allowable deflection and Actual Dead Load slenderness ratio (L/D) may be required to help control vibration. Flat Roof Trusses (0.25 x Deflection from Live Load) + (1.5 x Design Dead Load Deflection) The following tables are provided as guidelines for limiting deflection and estimating camber. Conditions or Note: The actual dead load may be considerably less than codes may exist that require exceeding these the design dead load, recommendations, or past experience may warrant using more stringent limitations. ��,,, PROFESS i aRT FOLLOW T� C., (�,NC'iNCVA, �2 REF DEFLEC/CAMB CONTRACTORS MUNOZ THE ly- 19575 7 Trusses require extrene care h fabrkxiting,hondOng,sHppbp,hstaap kand bracing. Refer to and , DATE 10/01/14 foam the latest edtion of SCSI Guiding Component Safety Information,by TPI and SBCA)Nfor safety eidir �rNessknoted other to fee,top Bthose chord shnU have property attached:struce Grnl�shentHnpaand bottom SL chord s)nll have a properly attached rldd ceiling. Locations shoes far permanent lateral restraint of eebs ! DRWG DEFLCAMB1014 ALP Ill f� fl sins:have bracing installed par abo sections t3, J of Det s.unless Apply plates to ends face lyl�p !U�\vu of truss and position as=in above lore the !Dint Details,unless noted o£MreIu. GI OREGON .w Refer to drneIngs 160A-Z far stnrdard plate positions. Alpine a dMslon of ITV Hulldhp Components Group Inc shall not be responsible for an deviation from �� AN RW O�AAPANY this drurhy any failure to bWld the truss h conformance elfin Alls[/TPI 1,or for hnndOng,sin Aping. • 4n.20,199 Installation 6 bracing of trusses. Rod 0 vi.n�V A sen:an this doekp a cover page Meting this drawing.Indcates acceptance of professional `, o- y sdM for the desb shoes. The sultobilty and use of this drawing fa strariy ucbre the respoeu�ItY or me BuldYq Hesgner Der fAGS/WI 1 Sect. Lakefront Drive Earth fomore information see this Job's general notes page and these web sites. Renews6/30/2019 Earth City,MO 63045 rµpH{,eeeu dtecoeu WI.rn. t. arg,ICC.eeciccsafeurg iY r IphtpIns Or'gi SHCN m.sbcIndustry J ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C I , Common Residential Gable End Wind Bracing Requirements - Stiffeners I 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. 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 z 2X4 Blocking 4 0/1011111111°1111111* nailed to 45° sheathing and 4,, each truss T H 1`I 111 II IIII II l' ithil . MIIIIIB!•MIIIMIIMMR IIMMIIIN—IIIMINII=1111111 2X4 DF—L #2 H/2 or better diagonal brace. Attach each end for 560#. iiiiiuiifr ` * i i f wummam is N milimmAimajmm e mi EigEmmismoun ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123' X 3', min.) nails. ��REO PROFESS i .W TANf.wF NUS BRAVARNINGDwil READ ANDN�G Tomo ALLACI TINOTES RS INCLUDING THE INSTALLERS.INSI �� 4.V.19575, 1N[�� p� REF GE WHALER 19575 Trusses require extreme care H Fabricating,handling,sHppkp.Installing and bracing. Refer to and r ` — follow the latest edition of SCSI(Building Component Safety Information,by WI and SBCA)for safety f r DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSL _ ,,� Unless noted otherwise,top chord shall have properly attached structural sheatNrig and bottom chord - -- DRWG GABRST101014 v shall J ove a properly attached Ipld ceilkg. Locations whom for permanent lateral restraint of webs ALP 11^ n shall lave nd posi installed per BCSI sections B3,BI or 810,as a te..no Apply otherwise. to each fats — Q lu^\vll of truss and position -Z shown above motto:the Joint Details,unless noted OREGO Ng Refer to drawings I60A-Z Por starxhord plate positions. Alpine,a dMslon of ITv Bolding Components Group Inc shall not be responsible for any deviation from AN Rw COMA tin oMwhp,any falure to bold tie tress h confarrance Mth ANSI/TPI 1,or for handOn sh�plrg, 0,a db installation I brndrg of trusses. g 9R0 20,10-_ � MAX. TOT, LB. 60 PSF A seal�tfds drawing oNcover pap listing sneTwll kdcates acceptance of professional respva611lty the design sultobllty and use acceptance., We 'Ina o w 13389 Lakefront Dave for any strtKture b tlx resporslbllty:fest.BuBdtig Designer per NISI/Tpj 1 Seca Earth City,MO 63045 For more informationseethis Jobs general notes page and these web sitesr Renews6/30/2019 MAX. SPACING ALPINE,wwaa tw.cenl TPI,www. orgi SBCAI www.sbcindustry.orgl ICC.miccsafe,org MST2.o19 -©pt08 7730 5W ffA4J5 1 1.-Ai RECEIVED MAR 2 8 2019 CITY OF TIGARD • BUILDING DIVISION I- 13' 39' \ ..7.,\ R2GE __./. D ,-- N II G a inV Za 321 I\ R2G Z i im:� �.■ira % IM l U1 ® - _ • C m 1 ., N m 8 1 �-- co C 3 0 C o D Z cn i\L To CO JPM M CO — O PROFS ��E O�� . ,1GINFF 4O Aly a329a1'E 9 Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE' Phone:(800)877-3678(916)387-0116 AN ITV/COMPANY Fax:(916)387-1110 `Zcr 1a,zoo" sacseals@itwbcg.com Gesell Tan's 02i01i2019 Renewal 6/3012020 Site Information: ,Page 1: Customer: Truss Components of Oregon, Inc. Job Number: 0119305 Job Description: Riverside 2885 B Roof Master Address: master,master,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1W1871750009 Wind Standard: ASCE 7-10 Roof Load(pdf): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(pst): None This package contains general notes pages,34 truss drawing(s)and 7 detail(s). Item Seal# Truss Item _Seal# Truss 1 032.19.0927.26274 BG 2 031.19.1647.15448 B 3 032.19.0927.26258 BGE 4 032.19.0927.26226 A2GE 5 032.19.0927.26273 A2 6 032.19.0929.21111 A2G 7 032.19.0929.20675 Al 8 032.19.0929.20908 A 9 032.19.0929.20674 AGE 10 032.19.0929.20907 SDG 11 032.19.0929.20689 SDG1 12 032.19.0929.21080 GGE 13 031.19.1649.07383 G 14 032.19.0929.20923 G1 15 032.19.0929.20704 G2 16 032.19.0929.21095 G3 17 032.19.0929.20910 CGE 18 032.19.0929.20954 CG 19 032.19.0929.20938 FGE 20 031.19.1652.39570 HGE 21 032.19.0929.20658 HG 22 032.19.0929.21126 X 23 032.19.0929.20720 X1 24 032.19.0929.20643 EJ1 25 032.19.0929.20891 EJG 26 032.19.0839.26512 IGE 27 032.19.0933.20624 J 28 032.19.0933.20531 I 29 032.19.0933.20545 K 30 032.19.0933.20484 SJ1 31 032.19.0933.20561 SJ2 32 032.19.0933.20500 SJ3 Printed 2/1/2019 9:34:11 AM •c# PROFS C?.g aGINE'k �O41 y 4111 83294PE �, Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 AN ITW COMPANY 4 '2Ly 14,2ov a sacseals@itwbcg.com Sself TanCt 02/01/2019 Renewal 6/30/2020 Site Information: Page 2: Customer: Truss Components of Oregon, Inc. Job Number: 0119305 Job Description: Riverside 2885 B Roof Master Address: master,master,OR Item Seal# Truss Item Seal# Truss 33 032.19.0933.20515 SJ4 34 031.19.1130.51041 FT1 - Printed 2/1/2019 9:34:11 AM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.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 z SEQN:229807/ T4 / COMN Ply: 3 Job Number: 0119305 Oust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26274 Truss Label: BG JAK / GWH 02/01/2019 5 < 5 3 Complete Trusses Required I 3110 I 6'4"15 985 I 137" 174" 21015 2411"11 I 2831 3166 I 348" I„ " I ' " " I " I " I " _ "3110 336 336 31011 3815 3815 31011 3'3"6 336 3110 1116X10 F 4X5[15] 84X5(20] 12 E G 4 V 3X5[10] w` =','--4X8[25]5] to Z,,, C 1 io N A I /M _!_ - WAIII �M\�\ In V U T S R B2 Q P 0 N M L.H0714(B9R) H0615(B9R) =3X5[7] =H0612 1115X5[21] w5X7[26] w4X5[28] 1111.5X4 1114X5 1118X8 =SS0514 1111.5X4 r 34'8" 1 3'110 376 - 3'3"6 I 3'10"11 I 3'8"15 I 3'8"15 I 3'10"11 I 3'3"6 I 3,3"6 I- 3'1"10, 3'1"10 6'4"15 9'8"5 137" 17'4" 21'0"15 24'11"11 28'3"1 31'6 6 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) 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): 0.525 P 785 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.050 P 392 240 W 12083 I- /- /- /734 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.144 L - - K 13189/- /- /- /744 I- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.288 L - - Wind reactions based on MWFRS Mean Height:21.22 ft W Br Width=5.5 Min NCBCLL:0.00 Code/Misc Criteria Creep Factor:1.5 9 Req=4.3 TCDL:6.0 psf K Br Width=5.5 Min Req4.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.816 9 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.976 Bearings W&K are a rigid surface. RepFac:Yes Max Web CSI:0.954 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 HS,WAVE,18SS VIEW Ver:16.01.000.0327.15 A-B 588-9680 F-G 399 -6636 Lumber Wind B-C 602-9924 G-H 494 -8305 C-D 549-9068 H-I 606-10344 Top chord 2x6 HF SS Wind loads and reactions based on MWFRS. D-E 473-7844 I-J 655-11406 Bot chord 2x6 DF-L 2400f-2.0E:B2 2x6 HF SS: E-F 398-6635 J-K 630-11137 Webs 2x4 HF Std/Stud:W5,W13 2x4 DF-L Std/Stud: :W7,W9,W11 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Nailnote Chords Tens.Comp. Chords Tens. Comp. Nail Schedule:0.120"x3",min.nails A-V 9116 -553 Q-P 7752 -461 Top Chord:1 Row ©12.00"o.c. V-U 9114 -553 P-O 9660 -566 Bot Chord:2 Rows @ 3.00"o.c.(Each Row) U-T 9374 -568 O-N 9660 566 Webs :1 Row @ 4"o.c. T-S 8511 -514 N-M 10766 -619 Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row S-R 8511 -514 M-L 10483 -593 to avoid splitting. R-Q 7341 -442 L-K 10487 -592 Special Loads Maximum Web Forces Per Ply(lbs) (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 71 plf at 0.00 to 71 plf at 34.67 BC:From 7 plf at 0.00 to 7 plf at 34.67 U-C 657 -33 Q-G 133 -2304 BC:1132 Conc.Loa at 0.73,2.73,4.73,6.7 8.3,10.73,12.73,14.73,,16.73,18.73 20.73,227 33 A. 0PRGF�SS' T-D 1253 -68 P-H 133 -2411 BC:3393 lb Conc.Load at 24.97 \y �aG i N e$. OZ DD-R 91-R 1683 14611-94 H-N 21606 -1183 09 BC:1396 lb Conc.Load at 26.73,28.73,30.73,32.73 G 83294PE 7 Plating Notes �.- E-Q 103-1648 I-M 836 -28 F-Q 3929 -226 M-J 389 -30 All plates are 3X5 except as noted. Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite `Zty 14 24 m ` [7] W3X5 S 1.75 [10] W3X5 S 1.25 N. 804 [15] W4X5 3.00 L 1.25 [20] W4X5 2.75 R 1.50 4•41e II Tar [21] W5X5 S 1.75 [25] W4X8 S 1.25 [26] W5X7 S 2.75 [28] W4X5 S 2.25 Renewal 6/3012020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS03)357OR 97113 Component Safety Information,by TPI and SBCA)!Or safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN W COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and braciITW of trussesA seal on this drawing or cover page,. listing this drawing,indicates acceptance of proTessronall engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.cam,TPI: www.tpinstSacramento,CA 95826 .orq;SBCA: www.sbcindustry.com;ICC: www.iccsate.org SEQN:227066/ T1 COMN Ply: 1 Job Number: 0119305 Cost:R7175 JRef:1WI87'1750009 r FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1647.15448 Truss Label: B JAK / GWH 01/31/2019 6'3"13I 11'9"15 I 17'4" I 22'10"1 I 284"3 I 348" 6'3"13 5'6"1 5'6"1 5'6"1 5'6"1 6'3"13 5X5 E T --( 12 0 3X5 a 3X5 4 p D F ko %1.5714, 1.5X4 0 C7 G i, ,c, io IIAB m H I 3X70(82) 3X5= =3X7 4X5= =3X5 =3X10(82) A 34'8" A 1'6" 9'0"14 8'3"2 8'3"2 9'0"14 1'6" I I 9,0"14 I 17,4" I 257"2 I 34,8„ I —"1 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 Weft L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.335 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.680 L 606 240 B 1588 /- /- /659 /66 /71 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.113 J - - H 1588 /- /- /659 /66 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:0.229 J - - Wind reactions based on MWFRS ( ) Mean Height:21.14 ft Code 1 Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.6 NCBCLL:10.00 TCDL:6.0 psf H Brg Width=5.5 Min Req=2.6 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.839 Load Duration:1.15 TPI Std: 2007 Max BC CSI: 0.906 Bearings B&H are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Yes Max Web CSI:0.791 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 738-3438 E-F 593 -2312 C-D 698-3122 F-G 697 -3122 Lumber D-E 593-2312 G-H 739 -3438 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#1&Bet. Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-M 3173 -624 K-J 2731 -528 Bottom chord checked for 10.00 psf non-concurrent M-L 2731 -521 J-H 3173 -630 bottom chord live load applied per IRC-12 section L-K 2731 -528 301.5. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. M-D 380 -34 L-F 209 -802 D-L 209 -802 F-J 380 -34 E-L 1045 -208 ,S _,ixEp PROFS �f 14G%NFk. /O , 83294PE 9 OREGON 4 'VLY 14,Zee e 4. 14, Tart Renewal 6130/2020 02/01/2019 '"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, /1111166 as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Y,,rr,,Y 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 proiesslonaf engineering responsibility solely for the design shown. The suit-ability bility 8801 Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 1a Folsomento,CA 9.Sur 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 SE'JN:227069/ T2 / GABL Ply: 1 Job Number: 0119305 Gust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26258 Truss Label: BGE JAK / GWH 02/01/2019 17'4" -I 348 17'4" 174" I"28"—{ 4„ =5X5 (TY ) N T 4 12 9, En l• ,.o io B Z e.. A _ �� AA 3X5(61) ' AK =3X5(61) 5X5 I 34'8" j 11'6" I 34,8„ I16� 34'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 M 999 240 B* 122 /- /- /43 /4 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 E - - AK*114 /- /- /42 /6 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:21.14 ft HORZ(TL):-0.002 G - - Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=240 Min Req=- TCDL:6.0 psf AK BrgWidth=176 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.211 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.026 Bearings B&AK are a rigid surface. Spacing:24.0" C&C Dist a:3.47 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.088 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#1&Bet. Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. P ��ED ROpSSS Wind � �401NFc �O Wind loads based on MWFRS with additional C&C k/O g3294PE R y member design. 9 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. 1` SLY 14 Zoda m See DWGS A12030ENC101014,GBLLETIN1014,& ssell Tar•i GABRST101014 for gable wind bracing requirements. Renewal 8/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, C as applicable. Apply plates o each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN mV COMPANY truss in conformance with ANSI/TR1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proessionaf engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:227075/ T28 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175JRef:1WI871450009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26226 Truss Label: A2GE JAK / GWH 02/01/2019 16'9" 33'0"8 I 16'9" I 16'3"8 I--21"H(TY ) =5X5 T E! -1- 12 12 4 1A < , OTTTT1TZ 44 0 4 4 4 4 4 • 4 �e /////////////////�//////////////./ 3X5(B1) 5AX5 w 5X5(E1) B2 1 33'0"8 1 F-1'6" -I 33'013 d 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 Y 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.019 Y 999 240 B* 126 /- 1- /44 /4 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 Y - - AJ"108 /- /- /37 /6 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.007 Y - - Wind reactions based on MWFRS Mean Height:21.04 ft Code I Misc Criteria Creep Factor:1.5 B Brg Width=216 Min Req=- NCBCLL:10.00 TCDL:6.0 psf AJ Brg Width=180 Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.211 Bearings B&AJ are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.048 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Varies by Ld Case Max Web CSI:0.126 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: Bot chord 2x4 HF#1&Bet.:B2 2x4 DF-L#2: Webs 2x3 HF#2 :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section Q PROF 301.5. .( �e FSS Wind �� li�G`Ne .� HOZ Wind loads based on MWFRS with additional C&C [V 83294PE '9 member design. � .0,„,,,,- Additional fAdditional 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. 1 ` 4 ` Ze 14,200 •�2 See DWGS A12030ENC101014,GBLLETIN1014,& *aell Tar GABRST101014 for gable wind bracing requirements. Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 408 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Componentt Safety Information,by TPI and SBCA fsafetyp installing ' performing g provide (503)357-2118 Ext a ) practices nor to erformin these functions. Installers shall _ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face ofptruss 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 r,,,m,e,,,Y truss in conformance with ANSI/TPI 1,or for handling.,shipping,installation and bracii ng of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of pro-fessronar engineering responsibility solely for the design shown. The suitability 8801 Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sa01a Folsomento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq SEQ'l:227071/ T29 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0927.26273 Truss Label: A2 JAK / GWH 02/01/2019 678 11 5 4 I 16'9" I" 22 0 12 27'2"8 I 33'0"8 6'3"8 5'1"12 5'3"12 5'3"12 5'1"12 510" 5X5 E T _t T 12 a.,3X5 3X5 4 D F 1.5X4 1.5X4 'Nppp,T2 G _ id C v tsissik 3X5 tO H --------1, o m- .. Kiwi � =5X5(B1) =3X5 L=4X5 K B2 J =5X7(E1) 3X7 .3X5 A 350"8 A 1'6" 8'5"6I 8'3"10 8'3"10 7'11"14 8'5"6 16'9" 25'0"10 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.276 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.563 D 700 240 B 1528 /- /- /633 /71 /61 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.082 J - - I 1396 I- /- /587 /59 I- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.167 J - - Wind reactions based on MWFRS Mean Height:21.04 ft B Br Width=5.5 Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Req=2.5 TCDL:6.0 psf I Br Width=- Min Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.800 9 Req= BCDL:4.2 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.855 RepFac:Yes Max Web CSI: 0.895 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 706-3269 F-G 717 -2999 Lumber C-D 683-3002 G-H 757 -3230 D-E 563-2196 H-I 798 -3275 Top chord 2x4 HF#1&Bet.:T2 2x4 HF#2: E-F 575-2194 Bot chord 2x4 HF#1&Bet.:B2 2x4 DF-L#2: Webs 2x4 HF Std/Stud :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-M 3014 -624 K-J 2575 -517 Bottom chord checked for 10.00 psf non-concurrent M-L 2596 -533 J-I 3015 -657 bottom chord live load applied per IRC-12 section L-K 2575 -517 301.5. Wind Maximum Web Forces Per Ply(lbs) Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. member design. M-D 378 -40 L-F 197 -749 D-L 201 -774 F-J 377 -78 E-L 975 -199 P -S1' ROFS O,5 _G/Ne . 1"0 [(/ 83294PE ce /% OREGON V `ZLV 14,20' m & Sell Tan*s Renewal 6/30/2020 02/01/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 458 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELI21 OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,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 proressionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 17i For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:227102/ T30 / COMN Ply: 3 Job Number: 0119305 Cust:RR7175 JRef:1 WI8711750009 r FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21111 Truss Label: A2G JAK / GWH 02/01/2019 5 5 5 3 Complete Trusses Required 4'0"1 I 6'1"111I 11'5"6 _I 16'9" _I 22'0"10 _I 2T4"5 I 33'0"8 4'0"1 2'1"10 5'3"10 5'3"10 5'3"10 5'3"10 5'8"3 1114X5 E 4 12 %5X5810] ' 3.? - 3X5 0-4X112[8] WS T2 G o Er,465 I4X16(BBR) W3 W4 =4X5((81) I' {l' i I t• CO or 0 As P 2t1 0X4 N K w4X8[91 ---4X8[14]14] w3X 1111 .5 B2 5 1111.5X4 =6X12[7] =4X5 4,112 2879 ,8970 r 33'0"8 1 4'0"1 _i 2'1"1Q_ 5'3"10 ", 5'3"10 58 _I 5'3"10 I 5'3"10 _i "3 4'0"1 611111 11'5"6 16'9" 22'0"10 27'4"5 33'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.350 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.706 M 556 240 P 11336/- /- /- /705 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.081 I - - H 3393 /- /- /- /199 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.163 I - - Wind reactions based on MWFRS Mean Height:21.12 ft Code 1 Misc Criteria Creep Factor.1.5 P Brg Width=5.5 Min Req=4.0 NCBCLL:0.00 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.899 H Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.957 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.30 ft Rep Fac:Yes Max Web CSI:0.905 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 593-9566 E-F 166 -2711 B-C 625-10041 F-G 174 -2870 Lumber Wind C-D 301 -4870 G-H 163 -2720 Top chord 2x4 DF-L 2400f-2.0E:T2 2x4 HF#2: Wind loads and reactions based on MWFRS. D-E 166-2710 Bot chord 2x6 DF-L 2400f-2.0E:B2 2x6 HF#2: Webs 2x4 HF Std/Stud:W3 2x12 DF-L#2: Additional Notes :W4 2x6 HF#2: The maximum concentrated load is 8972# Maximum Bot Chord Forces Per Ply(lbs) :W5 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. :Lt Wedge 2x4 HF Std/Stud: Install truss oriented as shown.DO NOT REVERSE A_O 9016 -558 L-K 2707 -163 Nailnote NOTE:This truss can not be cut or altered or used 0-N 9047 -561 K-J 2707 -163 to support loads other than as shown.Multiple-ply N-M 8286 -518 J-I 2556 -152 Nail Schedule:0.120"x3",min.nails trusses cannot be repaired and shall be replaced if M-L 4480 -275 I-H 2547 -151 Top Chord:1 Row @12.00"o.c. improperly installed or altered in any way. Bot Chord:2 Rows @ 5.00"o.c.(Each Row) Symmetric fabrication is recommended. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(lbs) Repeat nailing as each layer is applied.Use equal Webs Tens.Comp. Webs Tens. Comp. spacing between rows and stagger nails in each row to avoid splitting. 0-B 39 -465 M-D 2029 -112 B-N 688 -46 D-L 152 -2422 Special Loads N-C 3495 -211 E-L 1577 -81 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) C-M 262 -4094 TC:From BC:From 71 7 plf at 0.00 to lf at 0.00 to 71 plf at 7 plf at 36.0414 q�G��PROFESS, BC:F112 lb Conc.Load Load at 2 00 at 6.14 to 14 plf at 33.04 �.� �aG IN EFS OZ BC:2879 lb Conc.Load at 4.07 k/ 83294PE 7 BC:8970 lb Conc.Load at 6.14 a ----'L • Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite [7] W6X12 S 4.00 [8] W4X12 S 1.25 15 "tida e [9] W4X8 S 1.25 [10] W5X5 3.50 L 1.25 (/ LY 14,20 (Q! [14] W4X8 1.75 R 1.50 ssell Tan 6 Renewal 6/30/2020 02/01/2019 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)tsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,rtw ,P,,,r,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciC ng of trussesAeal on this drawing or cover page listing this drawing,indicates acceptance of proiessionat engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 101 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. 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.iccsate.orq Sacramento,CA 95826 SEAN:227083/ T10 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 W 1871750009 FROM:BB Qty: 12 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20675 Truss Label: Al JAK / GWH 02/01/2019 5'1"2 10'4'14HI 15'8"10 20'10"6 26'8"6 5'1"2 5'3"12 5'3"12 5'1"12 5'10" 4X5 12 D 4 ✓ 123X5 3X5 C E 1 - 1113X5ir No;.5X4 FAB F T 3X5 G H 1 dd,I Es — . T Y Rim 1 1111.5X4[4] =3X5 =3X7 J =3X5 =5X7(Ei) 3X5 1 26'8"6 2'5"4 7'11"10I 8'3"10 711"14 2'5"4 10'4"14 18'8"8 26'8"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.126 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.259 I 999 240 N 1139 /- /- /478 /68 /56 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.043 I - - H 1132 /- /- /476 /63 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.087 I - - Wind reactions based on MWFRS Mean Height:21.37 ft N Br Width=- Min Re NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 9 g=- TCDL:6.0 psf H Br Width=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518 9 4= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.699 Members not listed have forces less than 375# Re Maximum Top Chord Forces Per Ply(lbs) Spacing:24.0" C&C Dist a:3.00 ft P Fac:Yes Max Web CSI: 0.713 Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 218 -840 E-F 541 -2271 Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 C-D 399-1407 F-G 581 -2515 Lumber D-E 390-1405 G-H 619 -2560 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x4 HF#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. :Rt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' L-K 1180 -215 J-I 1854 -365 Plate Shift Table K-J 1854 -365 I-H 2345 -494 JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite Maximum Web Forces Per Ply(lbs) [4] W1.5X4 S 2.50 Webs Tens.Comp. Webs Tens. Comp. Loading B-M 299-1141 K-E 201 -774 B-L 1049 -217 D-K 479 -98 Bottom chord checked for 10.00 psf non-concurrent L-C 214 -780 E-I 413 -85 bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 0.0 PROF Left end vertical not exposed to wind pressure. 4' 'ss ��`� �G1NFVO [(/ 83294PE OREGON 1)` "LLY 14,sod' 0 *8e11 Taft t Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted 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 truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positiof ons. 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 ITWNMPPW 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 ANSITTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEAN:227085/ T38 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W18711750009 ' FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20908 Truss Label: A JAK / GWH 02/01/2019 5'1"2 10'4"14 15'8"10 20'10"6 27'1"14 5'1"2 I 5'3"12 I 5'3"12 I 5'1"12 6'3"8 4X5 12 D T 4 p• pli T 3X5 -%3X5 C E 1113X5Ahk #1.5X4 AB F v T `° a �_1 :Hai _4111111111111.11 \ H 1111.1 X4 [4] m3X5 m3X73X5 =3X5 .4X5(131) r 27'1"14 1 2'5"4 7'11"10 8'3"10 8'5"6 16" 2'5"4 I 10'4"14 -I- 18'8"8 I 27'1"14 -I 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): 0.175 I 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.356 I 906 240 N 1149 /- /- /483 /64 /64 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.060 I - - G 1275 /- /- /537 /74 /- EXP:B Kit:NA HORZ(TL):0.121 I - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:21.04 ft NCBCLL:10.00 9 Code 1 Misc Criteria Creep Factor.1.5 N Brg Width=- Min Req=- TCDL:6.0 psf G Brg Width=5.5 Min Req=2.1 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.811 Bearing G is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.882 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.728 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 219 -845 E-F 521 -2288 C-D 404-1428 F-G 548 -2569 Lumber D-E 388-1427 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plate Shift Table L-K 1192 -197 J-I 1887 -351 JT Plate Chord JT Plate Chord K-J 1887 -351 I-G 2356 -455 No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.50 Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent B-M 301 -1147 K-E 204 -791 bottom chord live load applied per IRC-12 section B-L 1056 -218 D-K 498 -102 301.5. L-C 216 -793 E-I 409 -50 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. �olEO PROFESS ��>� 0-4 4, FCR X92 ((/ 83294PE 9 � OREGON '"V 14,Zed 0 4Sy se11 Tar's Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 458 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI an SBCA)fosafety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing ins-falled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the v,,,,,,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 pro7essionar engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEON:227089/ T39 / GABL Ply: 1 Job Number: 0119305 Cust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20674 Truss Label: AGE JAK / GWH 02/01/2019 10'4"14 271"14 10'4"14 16,9" g"11 1'4"H (TYP) =4�5 12 4 V �� T ioAB - T , _ - so N W1 1 6 1 9 4 L 4 U EL U G U a U t I i i w i ARA' A' — =3X5(B 1) 3X5 A 271"14 A 27'1"14 I 1'6" 1 27'1"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 K 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.003 I 999 240 AS*125 /- /- /39 /3 /6 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 R - - Al' 125 /- /- /42 /8 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.003 L - - Wind reactions based on MWFRS Mean Height:21.04 ft AS Br NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 g Width=133 Min Req=- TCDL:6.0 psf Al Br Width=192 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.274 9 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.047 Bearings AS&Al are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.127 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2:W1 2x4 HF Std/Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 4iileD PROpFSd' Wind �CO _GINF . �O Wind loads based on MWFRS with additional C&C C9 (G83294PE member design. 41:p Left end vertical not exposed to wind pressure. �� Additional Notes Provide lateral wind bracing per Alpine wind bracing OREGON details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 /` `?/Ly 14,20lP studs of the same grade. * 4,0 1 1 $e►1 Tar See DWGS A12030EN C 0 014,GBLLETIN1014,& GABRST101014 for gable wind bracing Renewal 6/30/2020 requirements. 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357.2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,wflWOZM*,N truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proressronar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEAN:227080/ T27 / HIPS Ply: 2 Job Number: 0119305 Cust:RR7175 JRef:1WI871'750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20907 Truss Label: SDG JAK / GWH 02/01/2019 I S 5 2 Complete Trusses Required 5'11"4 10'8" 15'3" 19'10" 24'6"12 30'0"8 5'11"4 I 4'8"12 I 47" I 4'7" I 4'8"12 I 5'5"12 12 4 ' =4X112 =3X5 1111.5X4 T2 - 3X5 =5X10 B C D T t-� _ - �+ (62 3X10 ) -.IIIIIIIIIIIIIIIIIIIIIIIIOPIPPPPP"- _n A 3X1 (B1) G N 1 ( Ya was"��i i3 n*1 1111.5X4 E3X7[9] =3X7 H0508 =4X8[17] 1111:X4 r 30'0"8 1 511"448 I "12 47 -I " _I 47" 48 I "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) 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 L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.524 D 682 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.045 D 341 240 N 2813 /- I- 1- /152 I- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.076 B - - G 2879 /- /- /- /154 I- EXP:B Kzt:NA HORZ TL:0.152 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:19.49 ft ( ) N Width=5.5 Min Req2.3 NCBCLL:0.00 TCDL:6.0psf Code/Misc Criteria Creep Factor.1.5 Brg = BldgCode: IRC 2012 Max TC CSI: 0.888 G Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.668 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.965 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 A-B 202-3673 D-E 318 -5492 B-C 285-5018 E-F 285 -4943 Lumber Wind C-D 318-5492 F-G 192 -3422 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Wind loads and reactions based on MW FRS. Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-M 3461 -187 J-I 4997 -289 Nail Schedule:0.120"x3",min.nails M-L 3453 -187 I-H 3213 -178 Top Chord:1 Row @12.00"o.c. L-K 5066 -289 H-G 3213 -177 Bot Chord:1 Row @ 9.25"o.c. K-J 4997 -289 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Special Loads B-L 1712 -107 E-I 31 -377 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-K 466 -31 I-F 1893 -116 TC:From 71 plf at 0.00 to 71 plf at 5.94 TC:From 36 plf at 5.94 to 36 plf at 24.56 K-E 542 -32 TC:From 71 plf at 24.56 to 71 plf at 30.04 BC:From 7 plf at 0.00 to 7 plf at 30.04 ��E p pROFFs TC: 489 lb Conc.Load at 5.89,24.61 BC: 85 lb Conc.Load at 2.00,28.50 �( S, BC: 88 lb Conc.Load at 4.00,26.50 BC: 232 lb Conc.Load at 6 00 8.00,10.00,12.00 .�5 k,aG N�� p '� � BC: 251 lb Conc.Load at 14.00,14.50,16.50,18.50 /b 83294PE 20.50,22.50,24.50 Lc /- Plate Shift Table JT Plate Chord JT Plate Chord OREGON No Size Shift Bite No Size Shift Bite [9] W3X7 2.50 R 1.25 [17] W4X8 3.00 L 1.50 1 ' ` ?,�y 14 20 ...e 0 Purlins '29e11 Tan- In lieu of structural panels use purlins to brace all flat Renewal 8/30/2020 TC©24"OC. 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component Safety Information,by TPI ana SBCA)toy safety practices prior to perfoing these functions. Installers shall provide teporar (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properylr y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or BI0, as applicable. Applplates to each face of truss and position as shown above and on the JoinitDetails, 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 µ,,,y why 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 handling, engineering responsibility solely for the design shown. The suitaabiltty 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 01amento CA 9,Suite For mom 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.or9 SEAN:227097/ T33 / COMN Ply: 3 Job Number: 0119305 Cust:RR7175 JRef:1 WI871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20689 Truss Label: SDG1 JAK / GWH 02/01/2019 I < < 5 3 Complete Trusses Required 3'1190 _I 7'11"4 I 12'9"3 17'893 I 22'6"12 I 26'6"6 30'0"8 ', 3'11"10 3'11"10 4'9"15 4'11"11 4'9"15 3'11"10 3'6"2 12 =8X10 1111.5X4 =3X5 4 p =8F10 T ,3X5 03X5 a B G in 4X1A2(63) W4 =4X12(82) 1 I ii II ) i „„ ieti 1111.5X4 1114X5[7] =4X12[12] =H0714 JB2 1111.5X4 =4X5[20] 1 30'0"8 "i 3'119031190 4'9"15 4'11"11 4'9"15 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) 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: M00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.524 D 682 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 1.047 D 341 240 0 8954 /- /- /- /573 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.100 I - - H 8970 /- /- /- /581 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.199 I - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:19.65 ft Code I Misc Criteria Creep Factor.1.5 0 Brg Width=5.5 Min Req=4.9 TCDL:6.0 psf H BrgWidth=- Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.903q=- TPI Std:2007 Maxearing 0 is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 ax BC CSI: 0.992 Members not listed have forces less than 375# Spacing:20.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.526 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.15 A-B 467-7288 E-F 568 -8821 Lumber Wind B-C 470-7322 F-G 453 -7034 C-D 577-8976 G-H 410 -6346 Top chord 2x4 DF-L#1&Bet.:T2 2x6 DF-L#2: Wind loads and reactions based on MWFRS. D-E 577-8974 Bot chord 2x6 HF SS:B2 2x6 DF-L 2400f-2.0E: Webs 2x4 HF Std/Stud:W4,W8 2x4 HF#2: :Rt Wedge 2x4 HF Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Nailnote A-N 6874 -439 K-J 6643 -428 Nail Schedule:0.120"x3",min.nails N-M 6863 -439 J-I 5960 -385 Top Chord:1 Row @12.00"o.c. M-L 6891 -442 I-H 5947 -384 Bot Chord:2 Rows @ 3.50"o.c.(Each Row) L-K 8854 -571 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row Maximum Web Forces Per Ply(lbs) to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads M-C 1023 -56 F-J 823 -44 ---(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) C-L 2378 -154 J-G 835 -51 TC:From 59 plf at 0.00 to 59 plf at 30.04 K-F 2503 -161 BC:From 6 plf at 0.00 to 6 plf at 30.04 P k. BC:1139 lb Conc.Load at 6:6,8.06,10.06,12.06 ''c l- RO� 'SA% 14.06,16.06,18.06,20.06,22.06,24.06,26.06,28.06 . 3 NAGFF INo o Plate Shift Table t(/ 83294PE JT Plate Chord JT Plate Chord a 7 �� No Size Shift Bite No Size Shift Bite [7] W4X5 S 3.50 [12] W4X12 5.00 L 2.25 [20] W4X5 2.75 L 2.75 OREGON Purlins 1 "Zr4 �r 1 a,30e 0 In lieu of structural panels use purlins to brace all flat TC @ 24"OC. '2&ell +Sell Tah' Renewal 6/30/2020 02/01/2019 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. ""IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA )Mrsafety practices prior to performing these functions. Installers shall provide temporary (5x3)357-21 to 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 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 ,Nr,,,, Y,Y truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:227052/ T13 / GABL Ply: 1 Job Number: 0119305 Gust:RR7175 JRef:1 W18711750009 r FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21080 Truss Label: GGE JAK / GWH 02/01/2019 8' 16' 8' I 8' I-2'8" 1--}-(11'4") ///4X8(R1) T 4 V �� Ti: i ,� i r hA s.i. i g i : i i i i M 3X5(81) i 1.5X4()4 11**) N 1.5X4(**) =3X5(81) I- 5712 1 10'9"4 1 5712 4 5'4" 1I44'4 5'2"12 1'6" I- 5'2"12 W'4" 10'8" 4b'9"4 16' -I -1'6"H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.030 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.072 J 999 240 B 409 /- /- /169 /39 /53 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.010 C - - T 862 /- /- /324 /20 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.024 C - - L 724 /- /- /293 /46 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor.1.5 Soffit: 2.00 p Bldg Code: IRC 2012 Max TC CSI: 0.262 B Brg Width=3.5 Min Req= 1.5 BCDL:4.2 psf TPI Std:2007 Max BC CSI: 0.377 T Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2L Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.337 Bearings B,T,&L are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Lumber Additional Notes G-L 261 -915 Top chord 2x4 DF-L#1&Bet. Provide lateral wind bracing per Alpine wind bracing Bot chord 2x4 HF#2 details or per engineer of record.2X3 studs require Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x3 HF#2:W1,W2 2x4 HF#2: reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. Chords Tens.Comp. Plating Notes See DWGS A12015ENC101014,GBLLETIN1014,& P-L 801 -136 All plates are 1.5X4 except as noted. GABRST101014 for gable wind bracing (**)2 plate(s)require special positioning.Refer to requirements. Maximum Web Forces Per Ply(lbs) scaled plate plot details for special positioning Webs Tens.Comp. Webs Tens. Comp. requirements. T-G 186 -754 G-P 675 -171 Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" periodically along top edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. ,EO PROFFS Bottom chord checked for 10.00 psf non-concurrent �(, 30bottom chord live load applied per IRC-12 section c_, � R x,G I N FSS�OZ 1,1 83294PE 9 Wind r.i Wind loads based on MWFRS with additional C&C member design. .�L OREGON r ..C:RE 20 tZ 4eself Tar c Renewal 6/30/2020 02/01/2019 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. I **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI an SBCA)fb'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 proppeerly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, _ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE� drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the IN MN 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 processional engineering responsibility solely for the design shown. The suifability 8801 Blvd.,Suite 10 and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Sa01a Folsomento,CA 9,Suite For more information see this job's general rotes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org M SE3N:227054/ T16 COMN Ply: 1 Job Number: 0119305 Cost:R7175 JRef: 1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1649.07383 Truss Label: G JAK / GWH 01/31/2019 I— 8' _I 16' H 8' 8' 4X5 C m 12 —I- 4 V rili IIIII (V ih CO 1 I A E G , F 3X5(61) i 1.5X4 1.5X4 =3X5(61) 52"12 1 10'9"4 i H 1'6" �- 512 I 5'6"8 52"12 1'6"H5'2"12 10'9"4 16' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.029 F 999 240 B 685 I- I- /243 /37 /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 G - - G 311 /- /- /184 I- I- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.027 G - - D 728 /- I- /301 /17 (- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.958 = TPI Std: 2007 Max BC CSI: 0.531 G Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2D Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.121 Loc.from endwall:AnyFT/RT:2(0)/4(0) Bearings B,G,&D are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 328 -807 C-D 298 -940 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading B-G 658 -219 F-D 796 -175 Bottom chord checked for 10.00 psf non-concurrent G-F 703 -190 bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. c_ PROF- SS I. 14/ 83294PE,'11 9 tr .�+► OREGON r4 `ZLT 14,20 t� *sell Tar 4s Renewal 6/30/2020 02/01/2019 `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointtDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nw 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 esslona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 M SEQN:227057/ T24 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1WI87*50009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20923 Truss Label: G1 JAK / GWH 02/01/2019 7'5"8 15'5"8 7'5"8 8' 4X5 12 B 4 L ^ T N Lo in A c i e D I 1114X8(G1) 1.5X4 1.5X4 -3X5(B1) r 4'8"4 1 10'9"4 i 4'8"4 5'6"8 5'2"12 I I H 1'6" 4'8"4 10'2"12 15'5"8 -) Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.012 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.029 E 999 240 A 567 /- /- /177 /34 /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.013 F - - F 302 /- /- /180 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.031 F - - C 733 /- /- /300 /17 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Soffit: 2.00 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.959 A Brg Width=3.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.625 F Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 C Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.121 Bearings A,F,&C are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 418 -836 B-C 337 -952 Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Stub Wedge 2x4 HF Std/Stud: Chords Tens.Comp. Chords Tens. Comp. Loading A-F 682 -297 E-C 807 -235 F-E 716 -242 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Foxe PROFS O. ¶G NFA �O IL 83294PE 41 9 4{ 0. OREGON 13 4. "l/LY 14,20� ,QI *sell Tan' Renewal 6/30/2020 02/01/2019 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 466 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (so3)357-211e Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily attached nod ceiling Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the 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 ,. 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 professional engineering responsibility solely for the design shown. The sui bility and use of this dawing for any structure is the responsibility of the Building Designer per ANSITTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 For mom information see this iob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindusW.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQ)I.227062/ T23 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20704 Truss Label: G2 JAK / GWH 02/01/2019 6'11"6 14'11"6 I -I6'11"6 8' 12 =4X5 T 4 B I/ M EN T2 A In M T — C 0"3 iii6X8(G1) 1.5X4 1.5X4 =3X5(61) r 42"2 -1 10'9"4 i 4'2"2I 5'6"8 I 5'2"12 I 1'6"H4'2"2 9'8"10 14'11"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.011 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.028 E 999 240 A 568 /- /- /174 /31 /39 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.012 F - - F 292 /- /- /187 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.029 F - - C 713 /- /- /294 /15 /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf A BrgWidth=- Min Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.954 Req= BCDL:4.2 psf F Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.530 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.125 C Brg Width=5.5 Min Req= 1.5 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings F&C are a rigid ices lesse. GCpi:0.18 Plate Type(s): Members not listed have fomes than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 367 -773 B-C 319 -902 Top chord 2x4 HF#2:T2 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Webs 2x4 HF Std/Stud (lbs) :Lt Stub Wedge 2x6 HF#2: Chords Tens.Comp. Chords Tens. Comp. Loading A-F 629 -245 E-C 760 -217 F-E 656 -218 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �co _.GINE-,, �O [(/ 83294PE 41 9 1.c .!l OREGON ` ``LY 14,20� 0 4 •Sell Tan's Renewal 613012020 02/01/2019 *`WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted ooherwise,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 truss and position as shown above and on the Join-Details, unless noted otherwise. Defer to A IPL N E drawings 160A-Z for standard plate positiof ons. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANr11.,WP 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 oroessronaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:227064/ T22 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W181-1750009 t FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21095 Truss Label: G3 JAK / GWH 02/01/2019 1'5"8 9'5"8 1'5"8 I - 8' 12 4 p v 6X6tR1) AB. .CC N v) m1f., (V M 1 149- 1 D ati -I- E HG F — 1II 1.5X4[4]=3X5 -=-3X5(61) 1 9'5"8 1'5"8 9'5"8 1'6"--I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.009 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.018 F 999 240 H 399 /- /- /174 /1 /44 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.017 F - - D 557 1- /- /255 I- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.033 F - - Wind reactions based on MWFRS Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 H Brg Width=- Min Req=- NCBCLL:10.00 TCDL:6.0 psf D Brg Width=5.5 Min Req=1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.863 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.469 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.365 Members not listed have forces less than 375# 9 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 C-D 115 -458 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud B-G 198 -500 F-C 258 -433 B-F 716 -271 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [4] W1.5X4 S 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ED PROF Left end vertical not exposed to wind pressure. ,�01' "SS �.' ¶GINFF 'p L83294PE 9 •,...-- OREGON A LY`1, ta,sod° 0 �Ssell Tar's Renewal 6/3012020 02/01/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fbsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for'permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, /11161/4. as applicable. Applplates to each face of russ 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 'rvmvmMvxr truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of orWwsionar engineering responsibility solely for the design shown. The suitability 8801 Blvd.,Suite 10 and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sac1a Folsomento,CA 95826 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:227027/ T5 / GABL Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1 W 1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20910 Truss Label: CGE JAK / GWH 02/01/2019 6,4" 12,8" I- I 6'4" 6,4„ H H 1'4"H (TYP) I-2'4"--{ =4X5 12 F T 4V - 1 T NiIn ..iiiiiiiiiiiAl 1 . Biii J N A i i i I 'INE K 3X5(B1) =3X5(B1) 12'8" 1.6.. _ 12,8„ 12'8" 1'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 F 999 240 B" 158 /- /- /40 /5 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 L - - Wind reactions based on MWFRS Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.002 L - - B Brg Width=152 Min Req=- NCBCLL:10.00 Mean Height:19.31 ft Code/Misc Criteria Creep Factor:1.5 rigidsurface. TCDL:6.0 psf Bearing B is a Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.371 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.041 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.040 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord may be notched Top chord 2x4 HF#2 1.5"deep x 3.5"wide periodically along top edge,only in the Bot chord 2x4 HF#2 area above the let-in studs.DO NOT OVERCUT.No knots or Webs 2x3 HF#2 other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or heel(first)panels. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide lateral wind bracing per Alpine wind bracing a'EG PRo . details or per engineer of record.2X3 studs require 'c�' ss%. reinforcement at 70%of the length tabulated for 2X4 \ 0/G i N e. . 9 studs of the same grade. ,G 83294PE 29 See DWGS A12030ENC101014,GBLLETIN1014,& ...„...•-•GABRST101014 for gable wind bracing requirements. Special loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) OREGON TC:From 115 plf at -1.50 to 115 plf at 14.17 " vVLY da C TC:From 2 plf at 0.00 to 12 plf at 12.67 (is 14,20 ,� BC:From 4 plf at -1.50 to 4 plf at 0.00 Bell Tar BC:From 7 plf at 0.00 to 7 plf at 12.67 BC:From 4 plf at 12.67 to 4 plf at 14.17 Renewal 6/30/2020 02/01/2019 "*WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing 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 mCOMPANY AN truss in conformance with ANSI/1-P! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orooessionalq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For 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 95826 SEQN:227029/ T6 / COMN Ply: 1 Job Number: 0119305 Cust:RR7175JRef:1WI87]750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20954 Truss Label: CG JAK / GWH 02/01/2019 3714 6'4" 8'10"212'8" 3'9"14 I 2'6"2 I 2'6"2 I 3'9"14 4X5 12 C T 4V 03BX5 POI z'-'3X5 r N =4X5A(A1) =4X5(A1) 0 U ESE 1112X4[5] =3X7 III 1.5I X4 A 128 'i 3'9"14 2'6"2 2'6"2 3'9"14 3'9"14 I 6'4" I 8'10"2 I 12'8" H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.074 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.145 G 999 240 I 1372 /- /- /- /54 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 F - - E 1161 /- /- /- /44 /- EXP:B Kzt:NA HORZ(TL):0.033 F - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 19.38 ft NCBCLL:10.00Code 1 Misc Criteria Creep Factor.1.5 I Brg Width=5.5 Min Req=2.3 TCDL:6.0 psf E Brg Width=5.5 Min Req= 1.9 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.303 Bearings I&E are a rigid surface. 772 2007 Max BC CSI: 0. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: Members not listed have tomes less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.533 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 A-B 106-2650 C-D 82 -1992 B-C 82 -1993 D-E 100 -2469 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. A-H 2478 -94 G-F 2286 -90 Special Loads H-G 2453 -95 F-E 2302 -89 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) TC:From 71 plf at 0.00 to 71 plf at 12.67 Maximum Web Forces Per Ply(lbs) BC:From 7 plf at 0.00 to 7 plf at 10.17 BC:From 14 plf at 10.17 to 14 plf at 12.67 Webs Tens.Comp. Webs Tens. Comp. BC: 254 lb Conc.Load at 1.67,2.17,4.17,6.17 B-G 27 -678 G-D 21 -485 8.17,10.17 C-G 1046 -22 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W2X4 S 2.25 Loading E�PROF Bottom chord checked for 10.00 psf non-concurrent F bottom chord live load applied per IRC-12 section �'C _AG I N e�R SO. 301.5. Wind L 83294PE 9 Wind loads and reactions based on MWFRS. / OREGON 'ZLY 14,god° ?c �Ssell Tar's Renewal 8/30/2020 02/01/2019 "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)f71safety 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 B3,87 or B10, /01111 as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawingp,'any failure to build the µmvCOMPANY truss in conformance with ANSI/7P! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,Indicates acceptance of proTessionaf engineering responsibility solely for the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:227047/ T15 / GABL Ply: 1 Job Number: 0119305 Gust:R R7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20938 Truss Label: FGE JAK / GWH 02/01/2019 56" 11' 56" 56" 1'4" (TYP) 1--1'6"H =4X5 12 F 4 V T pm 1 T_ N IC .11 A ''i I I e : : I K 3X5(81) --3X5(B1) 1- 11' H f~1'6, I_ 11 -I 16"---1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 F 999 240 B* 161 1- /- /41 /0 /3 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 L - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ TL:0.002 L - - B Br Width=132 Min Des Ld: 42.00 Mean Height:15.00 ft ( ) g Req gCode 1 Misc Criteria CreepFactor:1.5 Bearing B is a rigid surface. NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.371 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.043 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.037 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord may be notched Top chord 2x4 HF#2 1.5"deep x 3.5"wide periodically along top edge,only in the Bot chord 2x4 HF#2 area above the let-in studs.DO NOT OVERCUT.No knots or Webs 2x3 HF#2 other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or heel(first)panels. Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide lateral wind bracing per Alpine wind bracing itteQ pROpF details or per engineer of record.2X3 studs require (G s reinforcement at 70%of the length tabulated for 2X4 0�� G i N Ei . S,IOf_ studs of the same grade. See DWGS A12015ENC101014,GBLLETIN1014,& 14 83294PE GABRST101014 for gable wind bracing ir 40,.....-- requirements.requirements. Special loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 115 plf at -1.50 to 115 plf at 12.50 OREGON TC:From 2 plf at 0.00 to 11 plf at 11.00 , C BC:From 4 plf at -1.50 to 4 plf at 0.00 <j �(Y 14,2040 0 BC:From 7 plf at 0.00 to 7 plf at 11.00 S8e►l Tan's BC:From 4 plf at 11.00 to 4 plf at 12.50 Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted o'therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nw 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 professions 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/7P!1 Sec.2. 8801 Folsom Blvd.,Suite 10 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:227031/ TO GABL Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1WI87?750009 , FROM:BB Oty: 1 Riverside 2885 B Roof Master DrwNo: 031.19.1652.39570 Truss Label: HGE JAK / GWH 01/31/2019 F 3 I 6' H 3' 3' 12 =4X5 4 V C TT io B Im"A [ E o1 1 1111.5X4 I 6' { 3'I-1'6„ I- 3' 1- 3' I 1'6r,-H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.000 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 C 999 240 B* 186 /- /- /47 /1 /4 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.000 F - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.001 F - - B Brg Width=72.0 Min Req=- Mean Height 15.00 ft NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 Bearing B is a rigid surface. Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.396 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.061 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.024 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 3X5(81)except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Provide lateral wind bracing per Alpine wind bracing ieci PROpz, details or per engineer of record.2X3 studs require 'c S reinforcement at 70%of the length tabulated for 2X4 •,..CO .AG I M FF �0 studs of the same grade. k!� 83294PE41 9 See DWGS Al2015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing ,,,,,rr 1 r f requirements. Special loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) OREGON TC:From 115 plf at -1.50 to 115 plf at 7.50 15 TC:From 2 plf at 0.00 to 7 plf at 6.00 V 'f-V 14,20 ,tQr BC:From 4 plf at -1.50 to 4 plf at 0.00 '20e II Tao* BC:From 7 plf at 0.00 to 7 plf at 6.00 BC:From 4 plf at 6.00 to 4 plf at 7.50 Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face o,truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the maw 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 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 ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindusiry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEAN:227045/ T17 / COMN Ply: 1 Job Number: 0119305 Cust:R R7175 JRef: 1 W 1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20658 Truss Label: HG JAK / GWH 02/01/2019 H 3' I- 6' H 3' 3' 12 4 E =4X5 B T 6 q ...ggiggigilplihihmi._ C 1 1 i D -� III 1.5X4 3X5(B1) =3X5(B1) 1 6' I''' 3' _I 3' H 3' 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.012 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.023 D 999 240 A 393 I- /- /- /6 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 D - - C 400 /- /- /- /6 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.007 D - - Wind reactions based on MWFRS Mean Height:15.00 ft A Br Width=5.5 Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Req= 1.5 TCDL:6.0 psf C Br Width=5.5 Min Req1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.125 9 = BCDL:4.2 psf Bearings A&C are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.303 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.105 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 6 -616 B-C 6 -615 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-D 549 -3 D-C 549 -3 Special Loads (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at 0.00 to 71 plf at 6.00 BC:From 7 plf at 0.00 to 7 plf at 6.00 BC: 163 lb Conc.Load at 2.06,4.06 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. ��, PROFESS ��5 ac, N Ftc �O AI 83294PE • 9 tr /0= OREGON SLY 14,20e Q `s"e11 Tar-s Renewal 6/30/2020 02/01/2019 ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face ofptruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oro7esslonaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEAN:227020/ T36 / EJAC Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W187{750009 a FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0929.21126 Truss Label: X JAK / GWH 02/01/2019 III 1.5X4 CD VIIII 13 N N- N N -F 1 6' a .111k; ��11 ►� FE III 1.5X4 3X5(91) k 5'11"4 i I— 1'6" I- 511"4 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 386 /- /- /174 /13 /49 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 F - - E 232 1- /- /101 /15 /- Des Ld: 42.00 EXP:8 Kzt:NA HORZ(TL):0.012 F - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:19.24 ft Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf Bldg Code: IRC 2012 Max TC CSI: 0.458 E Brg Width=- Min Req=- Soffit: 2.00 BCDL:42 psf Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.241 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.480 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. yoke PROFS CC �•G`Ne °2 L4/ 83294PE "P Lc / _ Art OREGON c ` SLY 14,Zee ce Sash Tar' Renewal 6/30/2020 02/01/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.OBox 468 xIOR 97113 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2178 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and Folsom Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 A SON:227023/ T37 / EJAC Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1 W1871750009 FROM:BB Qty: 7 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20720 Truss Label: X1 JAK / GWH 02/01/2019 III 1.5X4 12 BC 4 N_ ir) N iiiiiyy 6" A. � 3X5(61) III 1.5X4 5'11"4 1 5'11"4 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 254 /- /- /112 /1 /40 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 E - - D 251 /- /- /110 /17 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.018 E - - Wind reactions based on MWFRS Mean Height:19.49 ft A Br Width=- Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Req=- TCDL:6.0 psf D Br Width=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.518 9 Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.255 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.557 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 4# P PROA- 0�5 IkGirle �O G83294PE 9 OREGON i` qty 14,2004 m *eel!Tao 4s Renewal 6130/2020 02/01/2019 ""WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357 US OR 97113 Component Safety Information,by TPI and SBCA)f (5 03)357 safety practices prior to performing these functions. Installers shall provide temporary -2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appllates to each face ofptruss and 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 Building1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/IP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of oro7essionai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:227018/ T19 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1WI87fi'750009 t FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20643 Truss Label: EJ1 JAK / GWH 02/01/2019 3'10"3 FH 3'10"3 12 C T 4 � T m g, B =_ 1 1N 1 A / , 3 1 D 3X5(61) A 511"4 i I--- 1'6" I 5'11"4 H 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.007 D 999 240 B 323 /- /- /156 /9 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - C 109 1- /- /34 /13 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.006 D - - D 88 /- I- /48 I- /- Mean Height 18.89 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.204 B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.243 D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROFSx01€ O�c. GINE- /O 83294PE 7 .tcr /-- r OREGON 13 'PLY t 4,20� , 4S II Tr � S� • Tao. Renewal 8/30/2020 02/01/2019 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, 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 ,+,,r,w ,. truss in conformance with ANSI/I-PI 1 ,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitaebility 8801 Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Sa01a Folsomento,BlC95826 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org y SEQtl:227016/ T25 / CAJA Ply: 1 Job Number: 0119305 Gust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0929.20891 Truss Label: EJG JAK / GWH 02/01/2019 1'10"3 H 1'10"3 12 4 L C coo B " T A /M _Tri 7 D 3X5(81) i 5'11"4 1---- 1'6" � 5'11"411 7 5' "4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.006 D 999 240 B 271 /- /- 1- /28 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 43 /- /- /3 I- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:-0.004 D - - D 85 /- /- /10 /- /- ( ) Mean Height:18.39 ft Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.234 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.228 RepFac:Varies byLd Case Max Web CSI: 0.000 B Brg Width i i Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 71 plf at -1.50 to 71 plf at 1.85 BC:From 4 plf at -1.50 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 5.94 PLB: 25 lb Conc.Load at(2.00,18.04) PLB: 35 lb Conc.Load at(4.00,18.04) Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads and reactions based on MWFRS. ��ik��PROp . c?-y e 32 a 'o lid t OREGON `Z/Ly 94,20 <, ••• Tal''�� Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (593)357-2118 Ext bracingper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handing,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proresstona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this 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 95826 SEQN:3973 T12 GABL Ply: 1 Job Number: 0119305 Cust:R7175 JRef: 1W1811750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0839.26512 Truss Label: IGE / GWH 02/01/2019 2'6"6 3'9"14 2'6"6 1'3"8 -i 12 4 co111 M U • EF 3X5(62) f- 3'9"14 2'6"6 1'3"8 2'6"6 3.9"14 -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 L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 B 999 240 A* 97 /- /- /44 /36 /18 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ TL: - g Req=- Des Ld: 42.00 Mean Height:15.00 ft ( ) 0.001 B A Br Width=45.9 Min 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: 0.104 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.037 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.034 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.00.1016.20 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4:HF Standard+HF Stud::M1 2x3 HF#2: Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Bottom chord checked for 10.00 psf non-concurrent live load. WindP ��7ED ROpit, Wind loads based on MWFRS with additional C&C member design. (0-83294P 1 Additional Notes LCs[/ 83294PE 9 See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing and other requirements. OREGON -LV 14,204 �s$eII Tar's Renewal 8/3012020 02/01/2019 "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byt TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins-Wed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer 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,r,WCO,„o,J,, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd,Suite 107 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.corn,TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 * s SEAN:227035/ T14 MONO Ply: 1 Job Number: 0119305 Gust:R7175 JRef:1WI871750009 FROM:BB Qty: 4 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20624 Truss Label: J JAK / GWH 02/01/2019 III 1.5X4 12 CD 4 M co eN =� F E III 1.5X4 3X5(81) I- 3'11"8 A 1 1'6"_ I 3118 I 3'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 311 /- /- /153 /1 /30 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 F - - E 138 /- /- /67 /2 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.002 F - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 Req Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.100 Bearing B is a rigid surface. Re Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Fac:Yes Max Web CSI: 0.126 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. c# PROFESS .w 1 83294PE -A.. '9 ti. i- 00 OREGON 1$ `L ` LY 14,204 0 *sell Tar''N Renewal 8/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlinqg 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)357-2116 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp insailed per BCSI sections B3,B7 or 810, i as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to drawings 160A-Z for sandard plate positions. A LPI N E Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ni 1114 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 pronesstonaf 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. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:227040/ T11 MONO Ply: 1 Job Number: 0119305 Cust:R7175 JRef:1 WI871v/50009 • FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20531 Truss Label: I JAK / GWH 02/01/2019 12 III 1.5X4 4 BC M T A °' ■ 6"9 1 l'riAMIMIll ■� 3X5(B2) E D III 1.5X4 A 3'9"14 A 3'9"14 H 3'9"14 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph PL 21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 163 /- /- /78 /- /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 E - - D 163 /- /- /79 /3 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.005 E - - Wind reactions based on MWFRS Mean Height:15.00 ft Code 1 Misc Criteria Creep Factor.1.5 A Brg Width=- Min Req=- NCBCLL:10.00 TCDL:6.0 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.228 Load Duration:1.15 MW FRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.109 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.171 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MW FRS with additional C&C member design. �OtEp PROFS �5 aGINFF �O S214- 83294PE11 9 OREGON ` r 4, zLY 14,00� 2 SSeiI Tao'A, Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 d q safety g (503)357-2118 Ext ComponentSafety Information,byTPI an SBCA)for sa ty practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a props y attachd rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 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 Ar,,r1W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proiessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites:ALPINE:www.alpineilw.com;TPI:www.tpimst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 a —s SEQN:227037/ T3 / MONO Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 6 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20545 Truss Label: K JAK / GWH 02/01/2019 12 1111.5X4 4 CD B j T 'is DI ��HE.,. A � l ■■/ i ►i FE I 1111.5X4 3X5(B1) 1'11"8 -i ,r 8 f 1'6" 1111 1' "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 258 /- /- /128 /15 /19 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 F - - E 32 /- /- /29 /5 /- EXP:B Kzt:NA HORZ TL:-0.001 F - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:15.00 ft ( ) g NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E Brg Width=- Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.030 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.017 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��ED PROFS vdt ,,. 83294PE 9 OREGON `yLY 14,2e 6 faC °sell Tar-s Renewal 6/30/2020 02/01/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 87113 ComponentSafety Information,by TPI and SBCA)for temporary r safety practices prior to performing (503)357-2118 Ext these functions. Installers shall provide temporary bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join£Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW 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 esstonal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:227003/ T21 / CAJA Ply: 1 Job Number: 0119305 Cust:R R7175 JRef:1 W I871,50009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20484 Truss Label: SJ1 JAK / GWH 02/01/2019 12 4 C T Iso 4=1A ► D 17 —3X5(61) 1'11"4 1'6" 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) D@HICSI 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 258 /- /- /118 /24 /21 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - C 13 I- /- /11 /7 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:18.56 ft HORZ(TL):-0.001 D - - D 25 1- /- /16 /1 /- NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 B Brg Width=5.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.030 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 D Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ,oxe PROFSSS O.5 "GINE... �O t(/ 83294PE 9 OREGON 13 SLY 14,20tf <„„ LY Tar's Renewal 8/30/2020 02/01/2019 ""'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 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 aria SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have 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 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 IN ft COMIANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing,indicates acceptance of pro-fessionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineiiw.com;TPI:www.tpinst.orq,SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 Oa SE'QN:227010/ T18 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef: 1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20561 Truss Label: SJ2 JAK / GWH 02/01/2019 12 C 4 , co z:,.., ,B N A ' �� ___,_ ......,...„,_ ►� D 3X5(81) F 1'6" -I 1111"4 1'10"15 - 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): 0.000 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 D 999 240 B 295 /- /- /125 /18 /35 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 D - - D 31 /- /- /20 /0 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.002 D - - C 102 /- /- /25 /14 /- Mean Height:18.89 ft Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B BrgWidth=5.5 Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.204 = 1.5 Load Duration:1.15TPI Std:2007 Max BC CSI: 0.036 D Brg Width=1.5 Min Req= - 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:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��, PROpS 0�5 �C, N Ftc �O (4 83294PE R 9 ccs/ .!L OREGON ~` SLY 14,20� eaeH Tar's Renewal 8/30/2020 02/01/2019 *`WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, C as applicable. Apply plates to each face a truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to "ILPNI G drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essronat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 a SEQN:227012/ T20 / CAJA Ply: 1 Job Number: 0119305 Cust:RR7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20500 Truss Label: SJ3 JAK / GWH 02/01/2019 12 4 L_i B T =2X4r1) co CO CO 1ilk FA C 1'5"12 1'5"12 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA A 66 /- /- /29 /- /9 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):0.000 C - - B 40 /- /- /11 /6 /- EXP:B Kzt:NA HORZ(TL):0.000 C C 20 /- /- /13 /- /- Des Ld: 42.00 Mean Height:18.88 ft Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor.1.5 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.023 A Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf B Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.008 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. ��cEp PROFS Oma- �•G1NF .4HOZ ((1 83294PE OREGON G `Llr 14,21$ &Sell Tan's Renewal 613012020 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building003)357 21US OR 97113 q g 9 pP 9, 9. (503)357.2118 Ext Component Safety Information,by TPI and SBCA)fb�safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions . Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the w COMPANY pag truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciAN n ng of trussesA seal on this drawing or cover e listing this drawing,indicates acceptance of pror'essional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SE5N:227014/ T8 CAJA Ply: 1 Job Number: 0119305 Gust:R7175 JRef:1W1871750009 FROM:BB Qty: 1 Riverside 2885 B Roof Master DrwNo: 032.19.0933.20515 Truss Label: SJ4 JAK / GWH 02/01/2019 12 4 B T 1 .,,_ ,_2X4(A1) N mm 7"11 gym' C 1'5"12 1'5"12 1'10"15 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.002 C 999 240 A 112 /- I- /42 /- /22 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 C - - C 52 /- /- /23 /5 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.002 C - - B 98 /- /- /26 /13 /- Mean Height:19.22 ft Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psf A BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.158 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.055 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 B Brg Width=1.5 Min Req=- 0/4 Members not listed have forces less than 375# FTIRT:2 Loc.from endwall:Any ( ) (0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 4,(1c,e0 PROFS O.5 TC,4NF %O 1(/ 83294PE 9 OREGON /3 `ZLY 14,20� m 4. elf Tao' Renewal 6/30/2020 02/01/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELI21 OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANrrw COMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover e listing this drawing,indicates acceptance of oropagessronal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 ask SEQN:112753/ T7 HIP_ Ply: 1 Job Number: 0119305 Gust:R7175 JRef:1 WI871T50009 FROM:BB Qty: 2 Riverside 2885 B Roof Master DrwNo: 031.19.1130.51041 Truss Label: FT1 BFR / RTT 01/31/2019 III2X4 T 12 rn 12.65 m W1 2X4AD8I III2X4 9'3"4 -i 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 HORZ(TL) 0.000 K - - Bearing A is a rigid surface. Des Ld: 42.00 Mean Height:NA ft Members not listed have forces less than 375# NCBCLL:0.00 TCDL:NA psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2012 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist NA TPI Std: 2007 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.002 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Wind This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W1,M4 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. PROFE0914 SS 0�5 k,�G1NF , /OZ 4.0 83294PE „ow-- OREGON 1 .73 SLY 14,20t1°j `&sell Tar's Renewal 6/30/2020 02/01/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricatin ,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 safety 9. (503)357.2118 Ext ComponentSafety Information,by TPI andSBCA)fosa ty practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the ,wITW mnmirr truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing 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.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.om Sacramento,CA 95828 Gable Stud Reinf'orcernent 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 a 2x4Brace (1) 1x4 'L' Brace 5 (1) 2x4 'L' Brace s (2) 2x4 'L' Brace ss (1) 2x6 'L' Brace s (2) 2x6 'L' Brace ss Bracing Group Species and Grades' Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S Spruce-Pine-Fir Hem-Fir - SP r #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' kl / *2 Standard *2 Stud r r #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud k3 Standard • OCr) HF Stud 4' 7' 7' B' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fk Larch Southern Plne*ww N #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' k3 #3 J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Stud Stud Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' cu DFLd Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 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 r #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 k1Btr L Y I i F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' w o elf Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine■■s \ #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1 #1 / SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0'VD 1x4 Braces shall be SRH (Stress-Rated Board). DP L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ■ssFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S2 #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. S P F #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 i LD U H F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. Ofl Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). 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. ri D F L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' SymmAttach 'L' braces with 10d (0.128'x3.0' min) nails. ' About i-.L 1, •ble Truss 1 ,i 1 a 31( For (1) 'L' brace' space nails at 2' o.c. in 18' end zones and 4' o.c. between zones. Diagonal brace option, �r•` NE)(For '2) onesea, space nailseatee 3' o.c.e vertical length may be i in 18' end zones and 6' o.c. between zones. doubled when diagonal 'L' bracing must be a minimum of 80X of web brace Is used. Connect v� member length. diagonal brace for 335* I 'L' at each end. Max web Br.ce 4`'� Gable Vertical Plate Sizes total length is 14'. `11111011ihi w _ Vertical Length No Splice 2x4 DF-L k2 or Lessthan4' 0' 1X4 or 2X3 eGreater than 4' 0', but better diagonal 2X4Vertical len tin shown brncei singleless than 11' 6'In table above. or double cut ` GreaterthanIl' 6' 3X4/01 45' (asshorn) a{ + Refer to common truss design for u erend. ■ • • • ■ ems '� peak, splice, and heel plates. PP i�■�■.■�■sl�rt■ss>_■s�� ■ ■ • w ontlnuous Hearing Refer to the Building Designer for conditions Connect diagona at Ili not addressed by this detail. mid••int of vertical web. Refer to chart above for max gable vertical length. ■■v*stin n■READ AND FOLLDV ALL NOTES i THIS DRAV°'°siiiIIINIRREF ASCE7-10-GAB12015 `�,�'p PRopS Trusses requireTexttreneImi�care SHin Fabrricatb g,handling,TO shipping, stali bINCLUDING brracing. Refer to and DATE 10/01/14 \�_` / follow the latest action of BCSI(Building Component Safety Information,by TPI and SBCA)for safety O practices prior to periormrp these functions. Installers shall provide temporary braving per BCSL �� • �f. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG A 12015EN C 101014 ^ r shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs Q. /„^'1—^1 ^ u l— shall have brashg itiYxtnUed per BCSI sections B3,B7 ar BIO,as applicably. Apply plates to each face .�-/ •_I—•' I J 1_ Refer too drawings,160A-Z ffcrr standard plate positions. Detoss,unless rhoted otherwise. AN RW.. ' trhis drnwi,y annynfwiureVte wld ag C,e awessin ca.r Inc.ceeeitrANII/TPr Is1, obfora any9 v ngfran MAX TOT, LD. 60 PSF installation&bracing of trusses. dUn A seal an this drawbhg or cover listing this drawing,Indicates acceptance of professional �l OREGON fenne nArure■avw�#Ity re d�e4pn Building Designer. e sueropsr and use of this drawing A 389 ac y sbtic the t�v Blf3 p Deslp er Per ANSI/TPI 1 Sect '✓y For more Information see this Job's general notes page and these web sites r lip ' ' • ALPINE,ewwa itw.coml TPI'www. y.orgi ICCs wwwlccsafe MAX. SPACING 24.0 • � (pine tpInstarpl SPCA.rww.sbchdustr .org Sell Tai• ,,., .,,.,..,Renewal 6/30/2020 Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace w CS) 2x4 'L' Brace s (2) 2x4 'L' Brace Nom (1) 2x6 'L' Brace s (2) 2x6 'L' Brace ww Bracing Group Species and Grades! Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' S' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir SPF kl / k2 Standard *2 Stud S r #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard CD O iJ Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' I 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 Pinesww 0.) #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' StudStStan 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 Standard d (U D rr L Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group B: U P #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr L U HF i F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' *1 Q0.) 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' Dou•las Fir-Larch Southern Pinewss \ #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' ® #1 / S P #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® *2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' DFL Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). wwwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S2 #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d SPF #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: LD U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. SI Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over X #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d P #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. CU DFL Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm rAttach 'L' braces with IOd (0.128'x3.0' min) nails. About) II ••isle Truss N it I J 31E For (1) 'L' brace, space nails at 2' o.c. �� In 18' end zones and 4' o.c. between zones. Diagonal brace optbrn ° **For (2) 'L' braces. space nails at 3' o.c. vertical length may be i In 18' end zones and 6' o.c. between zones. doubled when diagonal 'L' bracing must be a minimum of 80X. of web brace is used. Connect member length. diagonal brace for 385# ' 'L'at each end. Max web BraceGable Vertical Plate Sizes total length Is 14'. ■ Vertical LengthNo Splice 2x4 DF-L #2 or ■ Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0', butbrace, sin le less than 11' 6' 2X4 Vertical length shown g - eIn table above. or double cut • Greater than II' 6' 3X4 'rt 45• (as shown) at ,� + Refer to common truss design for '�' upper end. lilt d�N r. ■ iNNNNNNN� �■�■�■��IIDI■�■�� ■ ■ . r, peak, splice, and heel plates. ontinuous Bearing Refer to the Building Designer for conditions Connect diagona atIR not addressed by this detail. mid•oint of vertical web. Refer to chart above for max gable vertical length. r. E)'RO sa VANNING=READ AND FOLLOW ALL NOTES ON MS DRAWMGI REF ASCE7-10-GAB12030 ., FF aIWlRTANTww FIRNISH THIS BRAVING TO ALL CQRRACTIES INCLUDING TIE INSTALLERS. ,�e SS, Trusses req.*,e extreme care h fabricating,handling,shipping,installing and bracing. Refer to and / follow the latest eation of SCSI<Bulding Component Safety Information,by TPI aynd SBCA) bradng for safety DATE 10/01/14 �'C. 4a GIN E4/ QZ Unle■s`nnLot prior otherwise,topachords shall Chaveve pr�rrlly attached strvucct temporary sheathing and per BCSL c chord oy •294PE 9 e. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG A12030ENC101014 le �1 T7 — shall haw bradng Installed per SCSI sections B3,B7 or BIO,as applicable. Apply plates to each face �/ 1I of truss and position ns shown above grind on the Joint Detdls,unless noted otherwise. ��.r�=l Wu�I . 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 AN nW.• this drawing,any failure to bold the truss In conformance with ANSI/TPI 1,or for handling,shipping, MAX. TOT. LD. 60 PSF installation L bracing of trusses. OREGON A seal an this drawing or cover listing tis drawing,indicates acceptance of professional Avng►g;InA resparvbllty srwspon d�eslpn shown The sietabllty and use of this drawing for any b tlwt the Bultlq Deslphtr per A16T/TPI I Sect. G .1/..3494.,)'I'l,.# For Wore information see this Job's general notes page and these web sltesi (� • ALPINE.www.alpn.itw.ccn,TPI.www.tphstorgi SBCM www.sbchdustry.org,ICP wwwiccsaf..org MAX. SPACING 24.0' • sell i*w Renewal 6/30/2020 I 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. 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 2X4 Blocking to 45° sheanailet h ng and �,� each truss �* H �`I`=_ A ►MI®_®_®_I_I__•B)•I BB)•B)1 BI•—t_B)•B)•2X4 DF-L #2 H/2 or better diagonal brace. Attach each end Nfor 560#, iiiiiI liki1'I ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. a O PROVARNDifia READ MOD FOLLOW ALL NOTES ON THIS BRAWINO REF GE WHALER F imI PIRTANTmi FURNISH THIS BRAVING To ALL CONTRACTORS INCLUDING TIE INSTALLERS ' '1' trs Trusses require extreme care In fabricating,handling,s„ppkg,Installing and bracing. Refer to and DATE 10/01/14 �(� ��.'N�� /O follow the latest edtlon of BCSI(Bulking Component Safety Information,by WI and SOCA)for safety �f practkvs prior to pvrforKp 4Mse functions. Installers shell provide temporary brad per BCSL (, `, Unless noted otherwise,top chord shall have properly attached structural sheatt*g on bottom chard DRWG GABRST101014 izi _ E '9 y shall have a properly attached rigid cel g. Locations shown for permanent lateral restraint of webs Crft shall have bracing Installed per SCSI sections 83,B7 or RIO,as applicable. Apply plates to each face �� i l l� "" of truss and position as shown above end on the Joint Details,unless noted otherwise. /�.q1`1 UU Refer to drawings 160A-Z for standard plate positions AN IIW•e this dtehg ny feRee to lbWn t trusstsln onfo Inc. aslth MISI/TPIrest o b forohandding evlal 4fron Installation I.bracing of trusses MAX. TOT. LD. 60 PSF A seal on thio drawing or cover papr listing this drawing.Indcates acceptance of professional e OREGON fonsoioly for tttp designn shown TM wawty and uwe of this drawing 3891, °nYruga KY of he fi r per ANSI/TPI 1 Sett. �, ,' For more Information see this Job's general notes page and these web sites. MAX. SPACING ALPINE.wwealpnelts.con,IPO www.tpistorgl SOCA.www.sbcidustry.orgl ICC.w■w.lccsafe.org 8eII 1 a\"° Renewal 6/30/2020 Goole Detail ((??II For Let-in Verticals Gable Truss Plate Sizes About` O Refer to appropriate Alpine gable detail for II minimum plate sizes for vertical studs. li �' +°Refer to Engineered truss design for peak, splice, web, and heel plates. :per • O ®If gable vertical plates overlap, use a single plate that covers the total area of \4.z141 .: �` the overlapped plates to span the web. Gable 4 der Ictahl O Example, 2X4 ty.. i 2X4 2X8 'T' Reinforcement Attachment Detail . ! di 'T' Reinforcing 'T' Reinforcing i © Member Member ii. Ai © O Toe-Hall - Or - X End-nail i1 �� >< 0 O To convert from 'L' to '7' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'V 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, RI•Id Sheathin• Toennlled Nails' specie, and grade of the 'V reinforcing member. 10d Common (0.148')(3',min) Toenails at 4' o.c. plus 'T' 4 Ha �� hl (4) toenails in the top and bottom chords. Web Length Increase w/ T Brace 'T' Relnf. •T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase RelnForcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Examples 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable ASCE 7-10 & ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o,c. SP #3 Truss Spaced At 4' o.c. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A1153OENC100118, A1203OENC100118, A1403OENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A1803OENC100118, A20030ENC100116, A2003OEND100118, A2003OPED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, 520015ENC100118, S20015END100118, S20015PED100118, 511530ENC100118, S12030ENC100118, 514030ENC100118, 516030ENC100118, 4 Nail V1 Il S18030ENC100118, 520030ENC100118, S20030END100118, S20030PED100118 ' Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. saVARMNIJp READ A100 FOLLOW ALL NOTES a THIS DRAWINGwilMPORTERS. REF LET-IN VERT 4' OFFSfollow Trusses require edtion extreme FURNISH fatelco.Unng.hand haSndling,RAVING TO ALL CONTRACTORS Inst rnlbr c INCLUDING TIE �nRRefe tosaee`nd DATE 01/02/2018 O- uety unnlessces noteeotherMto x,top ch dthese shad have properlyInstallers attached structural sheavide thing and g bottom r KU chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GBLLETIN0118 te I - shaa hove bradng installed per BLSI sections 33,B7 or 310,as applicable. Apply plates to each face jI,-•r -�' i �J Referuto drawings 160A-Z forfstandard plate positions. �taAs,umless ratcd otheMse. AN fiN1T.• lalak"y Bulldn Components Grou4,Inc'shall not be responsible for any deviation frau MAX. TOT. LD. 60 PSF e build t/x truss h conformance with ANSI/TPI 1,or For handing.shlppir 9. Installation&bractg of trusses. A seat an this sawing or cower pope listing this drawing,mates acceptance of professional DUR. FAC, ANY .] A rt D i - er pYrerY p y solely for the deslam shown The sultabHlly and use of this droving „�suite zoo for sirany ucty a tux resporu6Hlty of the Wheree Beslgnsr per ANSI/rn1 1 sect. - G alli6n'a;, t 'i , 043 For more information see this Job's general notes page and these web sites, MAX. SPACING 24.0' `` ALPII,E,www.alphwtscoll TPI,www.tphst.orgl SBCA,www.sbchdustry.orgi ICP wwsJccsnfe.org belt T all• m/1-1,i')n1 Renewal 6130/2020 I xHip Frame Details Hip Frame ` B - W4X4, Min, Pa---------- ■ ■ 24"---- • _ • Common Typ : :Trusses W1,5X3 IIIIIIIIN 111 liz TYP, ----,%. ■ ,/11•M ■ • /+igigl`ll • Stepped Hip ■=MOM;dleigitiosm=mm■ System Trusses 2x4 Chords 2x4 Purlins •_a+��ii;�iiiiiiii�__• ■II Ii■iffiliMitMI■I■;■11_��I■ i ILSetback] ■I ''�� 1','�',, i, #1Hip■I� I.,Imo----_ ��I �__-��I��Pitched and Sheathed r��E�hOM 1 Chord Area ati__,. HipFrameE B - Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148'x3') W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148'x3") %nails @ 6' ac, maximum spacing. Hip Frame Hip frame stops at plumb cut of jacks to maintain pitch continuity. Section B-B ; Hip frame lumber Is SPF, So. Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, <backT :_5 Stepped Hip purlins must be intact and properly attached. ystem 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 To hip frame purlins, ..VARf6? READ AND FR.LIV ALL NOTES IN THIS BRAVING �,0 OF��t1s TNIT c SH DRAWING TO ALL CENTRACTORS INCLUDING TIE INSTALLERS. REF HIP FRAME t7 Trusses require extreme care in fabricating,handling,shipping,InstnWng and bracing. Refer to and �C,iN /O follow the latest edition of DCSI CBulding Component Safety Inforimtion,by WI and SBCA)for safety DATE 01/02/2018 ,f practices prior to performing these functions. Installers shall provide temporary bracing per BCSL G• /. Unless rated otherwise,top chord shall have properly attached structural sheathing and bottom chord 4/ 83294,' ,. shall have a properly attached rigid ceill7. Locations shown for permanent lateral restraint of webs DRWG HIPFRAME0118 te ••••'%.I..., I W II W II f, ' shall have bracing installed pwr BCSI secMans B3,g7 or 310,as applicable. Apply plates to each face I �, of truss and position as shown above and on the Joint Detnss,finless noted otherwise. ��. ' I Refer to drawings 160A-2 for standard plate positions. AN RW Alpine,a dMsion of ITV Building Components Group Inc shall not be responsible for any deviation from this drawing,any tonne to bWW tine truss h conformance with ANSI/TPI 1,or for handing,shaping, installation 6 bracing of trusses. C^Rp.F�r�((''11I��I A seal on fink drasYgr or cover tieing sesign shown. The suitability and use of this this Aawhp,hdcntes acceptance se pr raving nal A 539Y3}QTeelport D' for any the solely Yrespor�Nity Of the Building Designer per ANSITTPI I Sect �°�a Suite 200 r. f�Npd 043 For more information see this Job's general notes page and these web sites. ALPINE.wwwalpheltw.conl WI.www.tphstorgl SBCA.www.sbchdustry.orgi ICC.miccsafearg eel, T aft Renewal 8/30/2020 CLR Reinforcing penmen Suostitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf, ,• 44111 Apply to either side of web narrow face. ,, Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member Is , Notes: a minimum 80% of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. MN For minimum alternative reinforcement, re-run design with appropriate X v reinforcement type. A T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. M Attach with 10d (0,128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(310 Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (310 Center scab on wide face of web. Apply (1) scab to each ace of' web. I- F p PRp avARN3Jria READ AND ADV ALL S O1 T�DRAVek°JDING TM TC LL PSF REF CLR Subst. ,C�� FFSS T �nreTetremeIN�care iSH n fahricati g,handling,shipping,S DRAWING TO NJ- stw wng and bracing.INSTALLERe'to and TC DL PSF DATE 10/01/14 / follow the latest edtion of SCSI(Bulling Component Safety Information,by WI and SOCA)for safety �,� a G'N F� O practices prior to performing these functions. Installers shall provide tenporary�brackq per OCSL 1 !(, 41 2 Unless noted otherwise,top chord shall have properly attached structural sheathig and botton chord BC DL PSF DRWG BRCLBSUB1014 4 83294PE 9 ws shall have a properly attached rigid ceiling. Locations shown for pernanent lateral restraint of webs r 17^ shall have bracng installed per I sections O3,37 or 310,as applicable. Apply plates to each face /��(1 nIl1A'. of truss and position ns shaven above and on the.bark Details,Mess noted otherwise. BC LL PSF 1/.,,.11 Lj r--�}iii (M Refer to drawings 160A-Z for standard plate positions AN RW rJ e this:Odra iine, , failure toddivision of ITV g theCtruss In conformance uh°with ANSI/TWI1,responsible r handing,or shppi from TOT. LD. PSF wig anydrn, installation I.tracing of trusses. A seal an this drawing or cover listing this drawing,intimates acceptance of professional fe OREGONfar„gn reryvs hiWlty solwy� the:pi=shown The suitability and use of ws drawing DUR. FAC. 389 L-f� the the Blti�g Deslper per ANSI/TPI 1 SecJS G 'V _ ,)'p For more information see this Job's general notes page and these web sites. SPACING ALPINE,wwwalpineltw.conl TPI.sss.tphst.orgl S3CA.wwe.sbcindustry-orgl ICC.wwwJccsafeorg Q8e/I i a". 111in 1 PI n I Renewal 8/30/2020 NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through solid steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 inch to the joint line. Nails may also be driven number of teeth in the given member, Nails may be driven through the tooth slots, but shall be located at the end of through the connector plates) in truss members using the the slot farthest from the joint line. nail type specified below to increase the lateral resistance of' the connector plateCs) having a shortage of' required Use a maximum of 2 nails per square inch of plate area. effective teeth. Nails shall be driven through connector plate having shortage Nail Type of required effective teeth. Nails may be driven through Duo-Fast CS157 1.5' x 0.105' Smooth Shank Coil Nail connector plate on each face of joint If each plate has a shortage of' required effective teeth. Material Connector Plates Substitution SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 2 teeth Nails shall be fully embedded into wood areas free of defects, (SG >= 0.42) Alpine 20-gage H 1 Nail replaces 2 teeth This detail is applicable only on joints where the connector Alpine 18-gage S 1 Nail replaces 2 teeth plate has been offset no more than 1/2' from the design Nail Type position shown on the truss design drawing. 0.131' x 1.5' Box or Gun Nail Thls detail Is applicable for trusses with lumber oriented vertically (2x_) and trusses with lumber oriented horizontally Material Connector Plates Substitution (3x2 and 4x2). SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nail replaces 3 teeth (SG >= 0.42) Alpine 20-gage H 1 Nail replaces 3 teeth Alpine 18-gage S 1 Nail replaces 3 teeth01"eort 3o\ ' 0 ore Joint Line Typical Joint Configurations. This Detail Applies To Any Joint Configuration, This Detail Is Applicable Only On Joints Where The Connector Plate Has Been Offset No More Than 1/2' From The Design Position Shown On The Truss Design Drawing. swVAwm'°-'+EAD ME F LLOV ALL OTES ON THIS°RA"°'° REF NAIL REINFORCEMENT �GO OFF• sept TANTS FURNISH THIS DRAVING TO ALL CONIRACTUIs INCLUDING THE INSTALLERS. ,e SS/ follow the latessses t edtlon ofextreme care In SCSI<Dulig Coorrponneentl SSafeInformation,installing y TPI o�rwd SCA Refer for safety DATE 10/01/14 ,� �G,N Fpractices prior to performing these functions. Installers shall provide temporarybracing per BCSL CY y Unless noted otherwise,top chord shall have properly attached structural sheaging and bottom chord <G 'D . shall have a properly attached rani cestp. Locations shown for permanent lateral restraint of webs DRWG REPPLTNL1014 tt shall have bracing installed per I sections 83,87 or Mall, applicable. Apply plates to each face �j'• 1----111 l of truss and position as shown above and on the Jost Detals,unless noted otheMse. /" .....",— .1 ' N I Refer to drawings 160A-2 for standard plate positions. Alpine division vision of ITV Building Components Group Inc.shall not be respanon lble for any deviaticn fr ITN'• this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, installation l bracing of trusses. OREGONA seal on this drowYq or cover pope listing this drawing,indicates acceptance of professknal engineering rvsporsiAlty solely for the design showy Thr srfboblity and use of His drawing 13 38g L.', for any sMuture b the responsibility Ort Building Designer per ANSI/TPI 1 Sec& Y y For more sfonratIon see this Job's general notes page and these web sites, 4c ALPIND wwe.alpineltrconi TPL rww.tpsstorgi SBCM res.sbcindustry.orgi ICC,wewJccsafe.org eel! i a« Renewal 6/30/2020