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Plans `C 1q (.)(10)(?) ---k-r4 l SC ctt Sat . F 60'8" "I 1"-;—1+ °. I 43'8" I 10' I 1 1 1 ' 1 1 1 1 1 1 I I I I -1 1 . . , T : CO B : m CHV • m .- m 47f/1///// — : CO W 9'6'8 N 8 M R U1 E ,-.....r.ri m a 4 . , o W m EJ2 . EJI _ L _l_ G c_c_ 1 _L / .: •._ : ' .ti -' a _ _ I 1 H---8'8" _I- 42' I- 10' —'I (14 w Colxl Customer: PARR FOREST GROVE D m o Desc. . Riverside Plan 2626 A Ma o 0 , co ADDRESS: m m °° z Designed by: BILLY BREESE I- z o 0 0 0 •• CEO PROpF 60 ‘„‘GiNt '0 83294PE 9 Alpine,an ITW Company 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 OREGON ALPINE' Phone:(800)877-3678(916)387-0116 15 !►AN ITW COMPANY Fax:(916)387-1110 IV 42.0Lr 14,god' / sacseals@itwbcg.com *sell an 01/31/2019 Renewal 8/30/2020 Site Information: Page 1 Customer: Truss Components of Oregon,Inc. Job Number: 0618100 Job Description: Riverside Plan 2626 A Master Address: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: IRC 2012 JRef#: 1W1871750013 Wind Standard: ASCE 7-10 Roof Load(pdt): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(pst): None This package contains general notes pages,20 truss drawing(s)and 5 detail(s). Item Seal# Truss Item Seal# Truss 1 031.19.1514.47803 CG 2 031.19.1441.15900 C 3 031.19.1441.44370 CHV 4 031.19.1442.45973 Cl 5 031.19.1444.42233 CGE 6 031.19.1448.09497 BGE 7 031.19.1454.54390 B 8 031.19.1459.22223 EGE 9 031.19.1500.31163 E 10 031.19.1502.10047 El 11 031.19.1503.29523 DGE 12 031.19.1503.59540 EJG 13 031.19.1504.07723 EJ1 14 031.19.1504.12777 EJ2 15 031.19.1504.22820 A 16 031.19.1505.19093 AG 17 031.19.1505.27207 SJ1 18 031.19.1505.31233 SJ2 19 031.19.1505.34920 SJ3 20 031.19.1508.38710 R1 Printed 1/31/2019 4:10:39 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS,the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems,the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports,the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral-support oa 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.org. 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 SEQN:229709 T6 GABL Ply: 2 Job Number: 0618100 Cust:R7175 JRef: 1 WI871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1514.47803 Page 1 of 2 Truss Label: CG JAK / RTT 01/31/2019 I 5 5 2 Complete Trusses Required 6'2"5 11'10^3 17'6" 23'1"13I 28'9"11 35' 6'2"5 6'7"13 5'7"13 6'7'13 5'7"13 6'2"5 1-6+4 =6X10 (TY ) Q 5i: T2 k3X5 03X5 T3 12 03X M - - U 4s 3X5 6W a M17 k. o 6 W:.'' 4X8(83) W 4 W. ..4X12(88R) Wi w2 � w :'r'(e) • AF AY AT AS AR AM =3X5 1112X4 182X4 =3X5 =3X5=8X8 III5X5 1 35' i I-r 1 9'0"4 I e11" I 31^8 I 611" 904 11..1 9'0"4 15'11'4 19'0"12 2511"12 35' 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/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.214 AP 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.488 AP 853 240 g 3548 /- /- /44 /181 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.053 AH - - AF 4863 /- /- 1- /255 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.63 ft HORZ(TL):0.122 AH - - Wind reactions based on MWFRS NCBCLL:0.00 Code I Misc Criteria Creep Factor.'1.5 B Brg Width=5.5 Min Req=2.9 TCDL:6.0 psfAF BrgWidth=5.5 Min Req4.0 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.747 = TPI Std:2007 Max BC CSI: 0.609 Bearings B&AF are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.895 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-G 161 -3298 0-U 163 -3213 Lumber Plating Notes G-K 157-3208 U-W 221 -4277 K-M 154-3177 W-AA 225 -4342 Top chord 2x4 HF#2:T2,T3 2x4 DF-L 2400f-2.0E: All plates are 1.5X4 except as noted. M-0 144-2875 AA-AF 231 -4562 Bot chord 2x6 HF SS Webs 2x3 HF#2:W1,W8 2x4 HF Std/Stud: Loading :W2,W3,W4,W5,W6,W7,M17 2x4 HF#2: Truss designed to support 1-0-0 top chord outlookers Maximum Bot Chord Forces Per Ply(lbs) :Rt Wedge 2x4 HF Std/Stud: and cladding load not to exceed 5.00 PSF one face Chords Tens.Comp. Chords Tens. Comp. Bracing and 24.0"span opposite face.Top chord must not be B-AY 2904 -141 AS-AR 2469 -124 cut or notched,unless specified otherwise. AY-AT 2749 -135 AR-AM 3434 -178 (a)(2)#3 or better scab reinforcing members.Same AT-AS 2469 -124 AM-AF 4022 -202 size&80%length of web member.Attach one to each Wind face w/10d Box or Gun nails(0.128"x3",min.)@ 6" Wind loads and reactions based on MWFRS. OC. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Nailnote M-AT 17 -397 U-AM 998 -51 Nail Schedule:0.120"x3",min.nails Q-AR 1861 -100 AM-AA 10 -379 Top Chord:1 Row @11.25"o.c. AR-U 67-1170 Bot Chord:1 Row @ 9.25"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger_n-dib ��_ in each row to avoid splitting. �itss •FF S s Special Loads y NF �Gi0 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac=1.15) (yG 88294PE�� 9 TC:From 72 plf at -1.00 to 72 plf at 17.50 TC:From 36 plf at 17.50 to 36 plf at 26.94 TC:From 72 plf at 26.94 to 72 plf at 36.00 BC:From 4 plf at -1.00 to 4 plf at 0.00 BC:From 14 plf at 0.00 to 14 plf at 19.06 BC:From 7 plf at 19.06 to 7 plf at 35.00 OREGON BC:From 4 plf at 35.00 to 4 plf at 36.00 'A ,yty'4 Yew r TC: 709 lb Conc.Load at 27.04 BC:1735 lb Conc.Load at 19.06 4'ee"Tao BC: 336 lb Conc.Load at 20.94,22.94,24.94,26.94 BC: 120 lb Conc.Load at 29.00 Renewal 6/30/2020 BC: 114 lb Conc.Load at 31.00,33.00 01/31/2019 "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 shippin installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI ana SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have 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 INV COMPANY 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 prolessionat engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this job's general notes page and these web sites:ALPINE:www.aipineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEAN:229709 T6 GABL Ply: 2 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1514.47803 Page 2 of 2 Truss Label: CG JAK / RTT 01/31/2019 Additional Notes Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. See DWGS Al2030ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing requirements. Brace all exposed vertical surfaces for lateral wind forces.Anchor the perimeter of exposed vertical surfaces.All diaphragms,braces,and con- nections shall be designed by the engineer of record. 0.0 PROF XS `9 4GINFI� O 1� 83294PE Z9 OREGON SLY 14,2041 �0 *sell Tan' Renewal 8/aW2020 01/31/2019 **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS PORN os 468 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)ft'safety practices prior to performing these functions. Installers shall provide temporary 1503i 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 applicabe. AppTy plates to each face of truss and position as shown above and on the JointDetails, 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 dwing,any failure to build the nN nw CONN., truss in conformance with ANSI/TPI 1,or for handling,shira pping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-iessionar engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sgec.2. 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.iccsate.org Sacramento,CA 95826 SEQN:229696 T2 COMN Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1WI871750013 ' FROM:BB Qty: 4 Riverside Plan 2626 A Master DrwNo: 031.19.1441.15900 Truss Label: C JAK / RTT 01/31/2019 6'2"5 _I 11'10"3 I 176" I 23'1"13 _I 28'9"11 _I 35' 6'2"5 57"13 5713 5713 5713 6'2"5 5X5 F 0 3X5 k 3X5 E Gte3X5 12 ypXS Wa H 6 V `m 1.1.5X4 *5r4toC (a) (a) m W3 W B J "� - 1 K —/1) =3N5 =5X7 =3X5 =5X5(6\ A 35' -A I_t'I 9ro'4 I 8'512 I 8.512 I 9'0"4I 1—I 9'0"4 17'6" 25'1112 35' 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): 0.207 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.429 M 971 240 B 1588 /- /- /727 /69 /153 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.093 L - - J 1588 1- /- /727 /69 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.63 ft HORZ(TL ) 0.193 L - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 B Brg Width=5.5 Min Req=2.6 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.747 J Brg Width=5.5 Min Req=2.6 Soffit: 2.00 BCDL:4.2 psf TPI Std:2007 Max BC CSI: 0.861 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Yes Max Web CSI:0.397 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 579-2695 F-G 498 -1755 Lumber C-D 567-2415 G-H 575 -2274 D-E 575-2274 H-I 568 -2415 Topchord2x4HF#2 E-F 498-1755 I-J 579 -2695 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W3,W4,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on B-N 2307 -403 M-L 1929 -294 member. N-M 1929 -286 L-J 2307 -402 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. N-E 398 -77 M-G 211 -673 Wind E-M 211 -673 G-L 398 -77 F-M 1084 -261 Wind loads based on MWFRS with additional C&C member design. 'OGINFIc p ,14oP 83294PE 0. 9 OREGON r (e SLY 14,20le e *sell Ta" Renewal 6/3W2020 01/31/2019 "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 installed per BCSI sections B3,B7 or B10, .4416 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 w,my COMPANY truss in conformance with ANSI/TP! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of orofessronar 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.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 • SEAN:229694 T18 COMN Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 4 Riverside Plan 2626 A Master DrwNo: 031.19.1441.44370 Truss Label: CHV JAK / RTT 01/31/2019 6'2"5l'' '2"5 -E- 11'10"3 176" _ 23'1"13 28'9"11 I 35' 6'2"5 5'7"13 5'7"13 57"13 5'7"13 6'2"5 5X5 F 12 Zp1111.5X4 1111.5X4 E G 3X5 5 H s 3X5 3X5 n m c 1 fo o B J i a. A B , .. e 11\K 1 =5X5(81) 1111.5X4 =3X77[[12] .H0308 =3X7[19 ] 1111.5X4 =5X5(B1) 1 35' i I_1'I 6'2"5 I I 5'7"13 I 11'3"11 57"13 I 6'2"5 1-1 6'2"5 11.10"3 231"13 28'9"11 35' 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): 0.184 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.397 G 999 240 B 1638 /- /- /727 /69 /153 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.064 L - - J 1638 /- /- /727 /69 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.63 ft HORZ(TL):0.138 L - - Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.7 TCDL:6.0 psf J BrgWidth=5.5 Min Req1.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.808 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.771 Bearings B&J are a rigid surface. Rep Fac:Varies byLd Case Max Web CSI: 0.523 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.15 B-C 569-2767 F-G 627 -2400 Lumber C-D 526-2397 G-H 534 -2261 D-E 534-2261 H-I 526 -2397 Top chord 2x4 HF#2 E-F 627-2400 I-J 569 -2767 Bot chord 2x4 DF-L#1&Bet. Webs 2x4 HF Std/Stud:W4,W5 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Plate Shift Table Chords Tens.Comp. Chords Tens. Comp. JT Plate Chord JT Plate Chord B-P 2373 -393 N-M 1541 -154 No Size Shift Bite No Size Shift Bite P-O 2374 -393 M-L 2374 -393 [12] W3X7 1.25 L 1.25 [19] W3X7 1.25 R 1.25 O-N 1541 -154 L-J 2373 -392 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. E-O 177 -465 F-M 977 -245 Truss supports 200#mech unit;unit centered at O-F 977 -245 M-G 177 -465 17-6-0;supported by BC;unit width 2-0-0;supported by 4 trusses. Wind X00 PROOFS Wind loads based on MWFRS with additional C&C ��G I N e&�S�OZ member design. ,.(.9 83294PE 9 -.�.<__. w::. ,___ .. .. . __---- - ...-.- "" OREGON 'A 4,'1LY 14,28 1� 99 $ 04311 Tar,c Renewal 6130/2020 01/31/2019 "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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCS[.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. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, 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,apy failure to build the AN 11WCOMPANY 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 oroTessronar 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. 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.1pinst.org:SBCA:www.sbcindustry.com:ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:229698 T3 COMN Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1WI871750013 • FROM:BB Qty: 8 Riverside Plan 2626 A Master DrwNo: 031.19.1442.45973 Truss Label: Cl JAK / RTT 01/31/2019 I 7'3"8 14'6"12 I 17'6" 21'10" I 28'1"12 I 35' 7'3"8 7'3"4 2'11"4 4'4" 6'3"12 6'10"4 1115X7 F eyii 1111.5X4 T3 12 3X5 3X5 6 V p. H or 3X5 is C I to m T4 T N NB =8X8 J 1 F. Airi. r g ;...\K - y4X5(B10R) F.---5X54 =6X8 1111.5X4 m5X5(81)12 i 35' A _1'I 7'3"8 I- 7'3"4 - 73"4 I 6'3"12 I 6'10"4 11-I 7'3"8 14'6"12 21'10" 28'1"12 35' 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): 0.247 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.514 E 811 240 B 1595 /- /- /733 /64 /153 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.125 L - - J 1593 /- /- /732 /66 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.260 L - - Wind reactions based on MWFRS Mean Height:22.62 ft B BrgWidth=5.5 Min Req2.6 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: 0.877 J Brg Width=5.5 Min Req=2.6 TPI Std:2007 Max BC CSI: 0.837 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Yes Max Web CSI:0.886 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 562-2702 F-G 604 -2145 Lumber C-D 590-3004 G-H 521 -2055 D-E 614-2898 H-I 506 -2170 Top chord 2x4 DF-L#2:T3,T4 2x4 HF#2: E-F 702-2950 I-J 560 -2683 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W5 2x4 HF#2: :W4 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing B-O 2309 -379 M-L 2290 -381 (a)Continuous lateral restraint equally spaced on 0-N 2440 -401 L-J 2291 -381 member. N-M 1859 -182 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section Webs Tens.Comp. Webs Tens. Comp. 301.5. C-O 156 -698 M-G 176 -454 Wind E-N 199 -504 M-I 164 -507 N-F 2005 -386 Wind loads based on MWFRS with additional C&C member design. /01L1;:::eTN- 6. C0 001 N FF `�-0 4. lid 83294PE R ip OREGON iS C G SLY 14,20• fa 's•e11 Tan.- Renewal Renewal 6130/2020 01/31/2019 **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 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 SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propeily 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 A,r,w COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover me listing this drawing,indicates acceptance of pro-fessional 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 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 95826 ' SEON:229702 T5 GABL Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1444.42233 Truss Label: CGE JAK / RTT 01/31/2019 7'3"8I 14'6"12 1 17'6" l 21'10" 35 7'3"8 7'3"4 2'114 4'4" 13'2" I-2'8"--( I'16+T ) I""26"H =5XX5 P N T3 T 12 83X5 @3X5 g J w a G N3 T4 T B =5X5 - AE =3X5 B) BB Q 4 AP• - as5X5 12 =5X5 =3X5(81) 1--7'3"8 1 7'3"4 A 7'3"4 * 132" 1 F.1' 7'3"8 7'3'4 T3"4 132" 11'-I 7'3"8 14'8"12 2110" 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.005 Q 999 240 B" 122 1- /- /48 /11 /24 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 AA - - BB"137 /- /- /58 /4 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.006 X - - AV"138 /- /- /45 /- /- Mean Height:22.62 ft AP"112 /- /- /48 /8 /- NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.129 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.034 B Brg Width=87.5 Min Req=- BB Brg Width=87.3 Min Req=- Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.265 AV Brg Width=87.2 Min Req=- Loc.from endwall:Any FT/RT:2(0)/4(0) AP Brg Width=158 Min Req=- GCpi:0.18 Plate Type(s): Bearings B,BB,AV,&AP are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Members not listed have forces less than 375# Lumber Top chord 2x4 DF-L#2:T3,T4 2x4 HF#2: Bot chord 2x4 HF#2 Webs 2x3 HF#2:W1,W2,W3 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. QED PROFS Wind 15 �GINFF % Wind loads based on MWFRS with additional C&C �,O k, t332g4PEiie 9 member design. "�' MII 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. /3` `ZLy 14,2ot{e 0 See DWGS A12030ENC101014,GBLLETIN1014,& 'feels Tao ` GABRST101014 for gable wind bracing requirements. Renewal 6130/2020 01/31/2019 "*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 extremein fabricating,handling,shipping,illing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 57113 care an Component Safety Information,by TPI and SBCA)Nor installing safety practices prior to performing these functions. Installers shall provide temporary (sot)357-211e Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 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 /,r,,rr,,,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 proessionarengineerina responsibility solely for the desjgn shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' Sacramento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineifw.com;WI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org SEQN:229688 T15 GABL Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871.7.50013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1448.09497 Truss Label: BGE JAK / RTT 01/31/2019 9'6" I 19' H 9'6" 9'6" F–1'6"–i–1'4"–1 (TYP) =4X5 _' _ 12 ' 6 V th v in Zo [ to BJJ M P IAQ ----/1u l---"----'---<-----/ 3X5(81) =3X5(61) r 19' E"1' I 19' 1 1'"I 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): 0.033 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.086 J 999 240 B* 230 1- /- /84 /8 /17 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 M - - P* 230 1- /- /84 /8 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.63 ft HORZ(TL):0.032 M - - Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor.1.5 B Brg Width=62.5 Min Req=- TCDL:6.0 psf P BrgWidth=62.5 Min Req Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.231 =- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.498 Bearings B&U are a rigid surface. Rep Fac:Varies b Ld Case Max Web CSI:0.086 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft y 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-I 159 -598 I-P 160 -598 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x3 HF#2 B-P 940 0 Plating Notes All plates are 1.5X4 except as noted. Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes - — ` Provide lateral wind bracing per Alpine wind bracing OP ' 'O details or per engineer of record.2X3 studs require FFS reinforcement at 70%of the length tabulated for 2X4 5� aGIN F �/O studs of the same grade. O 4a 0� 4 See DWGS A12030ENC101014,GBLLETIN1014,& t4 83294PE GABRST101014 for gable wind bracing it requirements. Truss designed to support 12"top chord outlookers and 5 PSF cladding load one face,and 24"span on OREGON opposite face.Top chord may be notched ,A r 1.5"deep x 3.5"wide periodically along top edge,only in the 4 ICY 14 Zed+ 0 area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. ..ell Tao"- Do not notch at plates,or in overhang or heel(first)panels. Renewal 6/30/2020 01/31/2019 **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 57113 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 pbracing ermanent lateral restraint of webs shall have 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 /WOW4PMO truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciCOMMA'of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of Dro-fessiona engineering responsibility solely for the design shown. The suitaability 8801 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEAN:229690 T14 COMN Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 4 Riverside Plan 2626 A Master DrwNo: 031.19.1454.54390 Truss Label: B JAK / RTT 01/31/2019 1 5'0"4 9'6" 1 13'11"12 19 H 5'0"4 4'5"12 4'5"12 5'0"4 4X5 D -r Pu 12 6 01.5X4 �1:E4 h ro m rn B F =3X 1) =3X7 m3X5(B1) — 1 19' 1 1-1' I s's• -1 96" H 9'6" 19' 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): 0.054 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.112 G 999 240 B 900 1- /- /412 /40 /81 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 G - - F 818 1- /- /369 /32 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.049 G - - Wind reactions based on MWFRS Mean Height:20.63 ft B Br Width=5.5 Min Req1.5 NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 9 = TCDL:6.0 psf F Br Width=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.348 9 Req=- TPI Std:2007 MaxC CSI: Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 ax0.739 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.247 Maximum Top Chord Forces Per Ply(lbs) 00/4 Loc.from endwall:Any FT/RT:2( ) ( ) 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 325-1311 D-E 291 -971 Lumber C-D 279 -971 E-F 348 -1318 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading B-G 1096 -237 G-F 1106 -236 Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-12 section 301.5. Webs Tens.Comp. Webs Tens. Comp. Wind C-G 155 -413 G-E 158 -423 D-G 473 -115 Wind loads based on MWFRS with additional C&C member design. •4°o PRop1 ((/ 83294PE 41 y9 OREGON 'Zcr 14,Zed' 0 `glen Tar's Renewal 613012020 01/31/2019 "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)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 ngid 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 ,p,rrw Y truss in conformance with ANSI/TPI 1,or for handling, g shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essionaT engineerinresponsibili solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10' 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.org Sacramento,CA 95826 SEAN:229686 T23 GABL Ply: 1 Job Number: 0618100 Cust:R7175 JRef: 1W1871750013 ' FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1459.22223 Truss Label: EGE JAK / RTT 01/31/2019 6'0"2 87 11'9"816'6" 1 6'0"21 2.2"14 I 3'6"8 _ 4'8"8 I 6'11" 1 1'4"-I (TYP) =4X5 E T -' 12 gC7 m r v v B i` K _t_ I A < . . L 3X5(81) =3X5(B1) r 5'892 * 10'9"4 A 5'6" 11' I--1' I 5,6" I 16'6" 1'"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 Pt 21.2 Ce:1.1 VERT(LL): 0.053 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.135 N 970 240 B 355 /- /- /118 /15 /84 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.028 I - - Q 1012 /- /- /415 /19 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:-0.072 I - - K 674 /- /- /259 /20 /- ( ) 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 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.573 B Brg Width=3.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.409 Q Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2K Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.242 Bearings B,0,&K 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 T2:Brace interior top chord and support lower C-E 237 -675 E-K 221 -720 Top chord 2x4 HF#2:T2 2x6 HF#2: roof with a sistered truss at the edge of lower roof. Bot chord 2x4 HF#2 Anchor the perimeter of exposed vertical surfaces. Maximum Bot Chord Forces Per Ply(lbs) Webs 2x3 HF#2:W1 2x4 HF Std/Stud: All diaphragms,braces,and connections shall be designed by the engineer of record. Chords Tens.Comp. Plating Notes P-K 573 -33 All plates are 1.5X4 except as noted. Loading Maximum Web Forces Per Ply(lbs) Truss designed to support 1-0-0 top chord outlookers Webs Tens.Comp. Webs Tens. Comp. and cladding load not to exceed 5.00 PSF one face C-Q 262 -954 C-P 924 -214 and 24.0"span opposite face.Top chord may be notched 1.5"deep x 3.5"wide periodically along top edge,only in the area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. Do not notch at plates,or in overhang or heel(first)panels or first panel right of C. Bottom chord checked for 10_00 psf non-concurrent bottom chord ttve toad applied per IRC-12 section - .3s id •F�+ 301.5. `�' , GINF Ss0 �� ' Wind k, 83294PE rp Wind loads based on MWFRS with additional C&C member design. �^. Additional Notes Provide lateral wind bracing per Alpine wind bracing OREGON details or per engineer of record.2X3 studs require C reinforcement at 70%of the length tabulated for 2X4 'Z�y 14,20� 0 studs of the same grade. �8e it ar =t See DWGS A12015ENC101014,GBLLETIN1014,& GABRST101014 for gable wind bracing Renewed 8/30/2020 requirements. 01/31/2019 "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 0031357 21US OR 97113 Component Safety Information,by TPI an 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 oftrussand position as shown above and on the JoinftDetails, unless noted otherwise. Refer to ALPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,FINN OD,,,,N,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 prooessronaf engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10 and use of this drawing for any structure Is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this 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:229681 T21 COMN Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 2 Riverside Plan 2626 A Master DrwNo: 031.19.1500.31163 Truss Label: E JAK / RTT 01/31/2019 44"12I 8'3" I 12'1"4 I 166" 4'4"12 3'10"4 3'10"4 4'4"12 . 4X5 D Pq 12 6 I/ ‘1.5X4 4 ///1.5EX4 0o r- !.*-- - k *i i ef .4- B B F I A iY sa G I H 3X5(81) =3X5 =3X5 =3X5(1) 5'8"12 1 10'9"4 -i 1, 5'8"3 I 5'1"11 I 5'8"3 I 1' 5'8"3 10'9"13 16'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICS1 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): 0.014 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.034 E 999 240 B 268 1- /- /143 /- /75 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - I 796 /- /- /339 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.013 D - - F 533 /- /- /264 /- /- NCBCLL:10.00Code I Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=3.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.371 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.229 I Brg Width=5.5 Min Req= 1.5 F Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.290 Bearings B,I,&F are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber D-E 173 -502 E-F 156 -659 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. Loading H-F 536 -79 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Wind C-I 150 -380 D-H 424 -117 Wind loads based on MWFRS with additional C&C I_D 112 -533 member design. /(�'O PROF�,i3'S .y GINE �O ,O 83294PE�'Q 9 OREGON /3V '/LY 14,20440 6.8e II Tan's Renewal 6/80/2020 01/31/2019 "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)357-2116 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to ALPINE 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 drawin any failure to build the , ,,,,, ,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing ,, or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:229683 T22 COMN Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1WI87175.0013 ' FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1502.10047 Truss Label: El JAK / RTT 01/31/2019 3'7"11 "I- 7'7"8 I 11'5"12 I 15'10"8 3'7"11 3'11"13 3'10"4 4'4"12 =4X5 D T — Ps 12 61/ %1.qA . ///1.E4 3XB5 vAT _ 1 . G I III3X4(5( )3) —3X51 =3X5 =3X5(1) 1 5'1"4 * 10'9"4 i 50"11 -I- 51"11 58"3 I 1'--I 5'0"11 10'2"5 1510"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): 0.014 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.033 E 999 240 A 151 /- /- /70 /- /66 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 B - - I 806 1- /- /349 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.014 B - - F 523 /- /- /256 /- /- NCBCLL:10.00 Code I Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf A BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.369 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.227 I Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.311 F Brg Width=5.5 Min Req= 1.5 Bearings I&F area rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) is 0.18 Plate Type(s): Members not listed have forces less than 375# GC pi: -- Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber D-E 179 -485 E-F 164 -642 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) :Lt Slider 2x4 HF Std/Stud:BLOCK LENGTH= 1.917' Chords Tens.Comp. Loading H-F 521 -86 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. Wind C-I 152 -375 D-H 428 -118 I-D 107 -571 Wind loads based on MWFRS with additional C&C member design. .....o11111:„!: .7711%... y'S� A`� OG%NFF0 tC , .Q(/ 83294PE , OREGON /3` `Zcr 14,y0t'A e *sell Tao'c Renewal&80/2020 01/31/2019 "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)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE- Alpine, L drawings 160A-Z for standard plate positions. a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this dwing,any failure to build the ANfiN,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracira ng of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prooessionaf 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 ANSIITPI 1 Sec.2. 88011 Folsom Blvd.,Suite 10' 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 SEQN:229679 T19 GABL Ply: 1 Job Number: 0618100 Dust:R7175 JRef:1W1871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1503.29523 Truss Label: DGE JAK / RTT 01/31/2019 5'6" I 11 5'6" 5'6" f-1'6"--i---1'4"H =4X5 T (TYP) 6 12 I I/ i i � ir , to u B i II J _TL'_ A 11 0 1J 11 11 {} 11 K //// //// J— 3X5(B1) =3X5(B1) r 11' A 11' H-1 11' -I -1'--'d Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSI 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): 0.010 0 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.023 G 999 240 B° 284 /- /- /100 /- /20 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 I - - J` 284 /- /- /100 /- /- Des Ld: 42.00 EXP:B HeiKzght NA HORZ(TL):0.011 I - - Wind reactions based on MWFRS Mean 15.00 ft B BrgWidth=32.5 Min NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor.1.5 Req=- Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.152 J Brg Width=32.5 Min Req=- BCDL:4.2 psf Bearings B&M are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.211 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:0.044 Maximum Bot 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 B-J 510 0 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x3 HF#2 Plating Notes All plates are 1.5X4 except as noted. Loading 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 .0 PROF Provide lateral wind bracing per Alpine wind bracing �t FS details or per engineer of record.2X3 studs require t reinforcement at 70%of the length tabulated for 2X4 U,\ oG*N F s studs of the same grade. 83294PE 44 9 See DWGS A12015ENC101014,GBLLETIN1014,& /-- f1�OCQTIMA�a 4"rIJ�..Ld —_.— a•_ requirements. Loading OREGON Truss designed to support 1-0-0 top chord outiookers t: and cladding load not to exceed 5.00 PSF one face /` Ili 14,yecP and 24.0"span opposite face.Top chord may be 88elnotched 1.5"deep X 3.5" periodically along top a it Tar , edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch Renewal 6/80/2020 in overhang or heel panel. 01/31/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 458 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fosafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANr,,,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 professtonaf engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 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:229667 T13 CAJA Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 • FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1503.59540 Truss Label: EJG JAK / RTT 01/31/2019 1'10"3 _I 110"3 12 6 7 C T T 0 B A /A 3"8 I D 3X5(81) 8' 8' I-- 1'- 1- 8, -1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.011 D 999 240 B 210 /- /- /- /17 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 D - - C 102 1- /- /1 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.009 D - - D 116 1- /- /7 /- /- Mean Height 18.56 ft Code I Misc Criteria CreepFactor:1.5 Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Soffit: 2.00 BCDL:4.2psf Bldg Code: IRC 2012 Max TC CSI: 0.204 B Brg Width=5.5 Min Req= 1.5 TPI Std:2007 Max BC CSI: 0.468 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 D Brg Width=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 72 plf at -1.00 to 72 plf at 1.85 BC:From 4 plf at -1.00 to 4 plf at 0.00 BC:From 7 plf at 0.00 to 7 plf at 8.00 PLB: 28 lb Conc.Load at(2.00,18.04) PLB: 34 lb Conc.Load at(4.00,18.04) PLB: 78 lb Conc.Load at(6.00,18.04) Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind p PROF$. Wind loads and reactions based on MWFRS. 4,0 a 47 I& 88294PE 9 � OREGON /` SLY 14,se0 8se11 Tan's be Renewal 613012020 01/31/2019 "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 SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingg 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. 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 ,,,,r,,,,COMPANY 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 prootessional engineering responsibility solely for the design shown. The suability 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 Sacramento,CA 95826 sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq SEQN:229669 T7 CAJA Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1504.07723 Truss Label: EJ1 JAK / RTT 01/31/2019 3'10"3 3'10"3 C T 126 1l in 6 CN • N B I T 1 A /A is D J_ 3X5(61) r 8' A H1' 1 8' -I 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:Il PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.014 D 999 240 B 286 /- /- /162 /- /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 D - - C 130 /- /- /58 /16 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.014 D - - D 119 /- /- /64 /- /- Mean Height:19.21 ft Wind reactions based on MWFRS NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 TCDL:6.0 psf BldgCode: IRC 2012 Max TC CSI: 0.272 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: 0.446 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. A00O PROFESS •5 OGINFF %O 1(// 1113294PE 9 OREGON "ILY 14,26(14 _ �Weell Tan's® Renewal 6/30/2020 01/31/2019 "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)f safety actices 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 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 Joint Details, unless noted otherwise. Defer to A IPL NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN rry,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 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 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.alpineltw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.lccsafe.orq Sacramento,CA 95826 SEQN:229671 T4 CAJA Ply: 1 Job Number: 0618100 Cust:R7175 JRef: 1W1871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1504.12777 Truss Label: EJ2 JAK / RTT 01/31/2019 5'10"3 H 5'10"3 C T ii T s 12 in ih A � A!II y'8 D _ 3X5(B1) 8' 1' I- 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): 0.007 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.018 D 999 240 B 360 1- /- /192 /- /69 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 D - - C 192 /- /- /76 /30 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.71 ft HORZ(TL):0.024 D - - D 123 1- /- /68 /- /- NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.593 = Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.479 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 D Brg Width=- Min Req=- Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# 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. N5 oG%NE i 83294PE 9 � OREGON 'L3 14,24 *sell Ta ' Renewal 6/30/2020 01/31/2019 "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)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly 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 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 •erTW 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 awing for any structure is the responsibility of the Building Designer per ANSI/TPI 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.orq Sacramento,CA 95826 SEQN:229673 T12 EJAC Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 4 Riverside Plan 2626 A Master DrwNo: 031.19.1504.22820 Truss Label: A JAK / RTT 01/31/2019 III 1.5X4 CD T T ri 12 6I/ o v m B _tel A FE — 1111.5X4[7] 3X5(B1) r 8' 1 I-1' I 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 Pt 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 430 /- /- /216 /- /93 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 F - - E 338 /- /- /174 /35 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:0.045 F - - Wind reactions based on MWFRS ( ) Mean Height:20.25 ft 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: 2.00Bldg Code: IRC 2012 Max TC CSI: 0.822 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: 0.508 RepFac:Yes Max Web CSI:0.086 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#1&Bet. Bot chord 2x4 HF#2 Webs 2x4 HF#2 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [7] 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. Right end vertical not exposed to wind pressure. '�(G9 .P PROpF�S ((/ 83294PE 41 9 OREGON 13eVLy 14,20� ` f) ell Tan's Renewal 6/3012020 01/31/2019 "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 fouermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this draw ,. wing,any failure to build the , „w truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proressronaf engineering responsibility solely for the desi n shown. The suitability 8801 Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Sacramento,8Folsom CA 95826 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.org SEQN:229704 T16 EJAC Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1WI871750013 " FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1505.19093 Truss Label: AG JAK / RTT 01/31/2019 I 4' I8 4' 4' 1II1.5X4 C 12 8 V 04 X8 B ID A T - 1111 _ _L ' 111 E 0 III 4X8[5) =4X5[8] 4X5(A1) A 8' A 4' 4' II 4' 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/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.032 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.065 E 999 240 A 2172 /- /- /- /108 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.011 C - - D 1735 /- /- /- /90 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.021 C - - Wind reactions based on MWFRS Mean Height:20.35 ft A Br Width=5.5 Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Req=2.3 TCDL:6.0 psf D Br Width=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.317 9 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.695 Bearing A is a rigid surface. RepFac:Varies byLd Case Max Web CSI:0.921 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 125-2340 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L SS Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud A-E 2051 -104 E-D 1983 -102 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 72 plf at 0.00 to 72 plf at 8.00 BC:From 7 plf at 0.00 to 7 plf at 8.00 E-B 1794 -50 B-D 116 -2262 BC: 818 lb Conc.Load at 0.56,2.56,4.56,6.56 Plate Shift Table JT Plate Chord JT Plate Chord No Size Shift Bite No Size Shift Bite [5] W4X8 S 4.25 [8] W4X5 1.75 R 2.25 Loading Bottom chord checked for 10.00 psf non-concurrent OttoSm chord live load applied per IRC-12 section s _ = e '��' F st0 2 Wind �g ��G1NFFR 'p`9 Wind loads and reactions based on MWFRS. 83294PE Right end vertical not exposed to wind pressure. ic „„....--- OREGON OREGON 113 Go.*Z/LY 14,26� 0 eeefl Tat' Renewal 6/30/2020 01/31/2019 **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 ana 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 810, as applicable. Applplates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this dwing,any failure to build the #4,111W ,. truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracira ng of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of proressiona 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. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:229661 T11 CAJA Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1WI871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1505.27207 Truss Label: SJ1 JAK / RTT 01/31/2019 12 C I 60 . T N if) B - HI D 3X5(61) 1'11"4 1' 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 190 1- /- /99 /3 /27 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 C - - C 39 /- /- /13 /8 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:-0.001 C - - D 28 /- /- /16 /- /- ( ) Mean Height:18.71 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: 0.096 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.024 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. ,S# 0.0,6 PROFS O0 GINE �O 1(/ 83294PE Z 9 OREGON Co. ICY 14,g0tP 0 *lett Tao.'N Renewal 6/30/2020 01/31/2019 **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,byTPI and SBCA)ter safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propenny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 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 /N nCOMPANY truss in conformance with ANSI/TP! 1,or for handling,shiMNpping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessional engineering responsibility solely for the design shown. The sui bility 8801 Folsom Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:229663 T10 CAJA Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1 W1871750013 ° FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1505.31233 Truss Label: SJ2 ^ JAK / RTT 01/31/2019 C 12 A� 6 N in N a) N B D 3X5(B1) H- 1' + 1 11�4 I 1'10"15 111 4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.001 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.001 D 999 240 B 240 /- /- /114 /1 /48 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 34 /- /- /21 /1 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.21 ft HORZ(TL):0.003 D - - C 115 /- /- /41 /19 /- NCBCLL:10.00 Code l Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=5.5 Min Re Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.210 q= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.072 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 C Brg Width=1.5 Min Req=- Bearing B is a rigid surface. Loc.from endwall:AnyFT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. C9I aGINF4. s/0 ,/ 83294PE 41 9 OREGON 113 ` `1 14,24I m • eee11 Tat' Renewal 6/5012020 01/31/2019 **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 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 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 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 professional engineering responsibility solely for the design shown. The suiability and use of this awing for any structure is the responsibility of the Building Designer per ANSIRPI 1 Sbc.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEAN:229665 T9 CAJA Ply: 1 Job Number: 0618100 Cust:R7175 JRef:1W1871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1505.34920 Truss Label: SJ3 JAK / RTT 01/31/2019 C 12 6 N ir) (-) M B T 66" A I 11 3X5(61) I— 1, I 1'11"4 I 3'10"15 i 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/deft u# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.004 D 999 240 B 271 /- /- /123 /- /69 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 D - - D 78 /- /- /38 /11 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.012 D - - C 178 /- /- /64 /31 /- Mean Height:19.71 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor.1.5 TCDL:6.0 psf B BrgWidth=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.510 = TPI Std:2007 Max BC CSI: 0.277 D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearing B is a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �0Ep PROpk. if �GN83294PE R 9 OREGON 0._ �Ly 14,20� to eel ,Tao., Renewal 8/3012020 01/31/2019 **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.Bax 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 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 ,,r,,rr,,,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 drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general rotes 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:229677 T8 CALF Ply: 1 Job Number: 0618100 Cost:R7175 JRef:1W1871750013 FROM:BB Qty: 1 Riverside Plan 2626 A Master DrwNo: 031.19.1508.38710 Truss Label: R1 JAK / RTT 01/31/2019 1'8" I 12'11" I 1'8" 11'3" 7j C I E syi, \\\2X4 03X5 12 4.24 ✓ \\\2X4 Q o3X5 P ee T2 a 3X5 BI. V. ,3X5 T A I 5 I -------- 3X5 1'8"-1 I- 12'11" 1 12'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF)I Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce: - VERT(LL): 0.320 B 407 180 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(TL): 0.538 B 242 120 D 467 /- /- /- /24 /- BCDL: 0.00 Risk Category:II Snow Duration: - HORZ(LL): 0.125 B - - E 709 1- /- /- /29 /- EXP:B Kzt:NA HORZ TL:0.209 B - - Wind reactions based on MWFRS Des Ld: 35.00 Mean Hei ht:20.02 ft ( ) g Code/Misc Criteria Creep Factor:1.5 D Brg Width=7.8 Min Req= 1.5 NCBCLL:0.00 TCDL:6.0 psf E BrgWidth=1.5 Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.699 TPI Std:2007 Max BC CSI: 0.000 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:0.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.000 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:NA 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 i E-C 1589-1403 B-D 400 -48 Lumber Top chord 2x4 DF-L#2:T2 2x4 DF-L 2400f-2.0E: Special loads Bot chord --(Lumber Dur.Fac=1.15/Plate Dur.Fac=1.15) TC:From 0 plf at -1.67 to 48 plf at 0.00 Loading TC:From 0 plf at 0.00 to 172 plf at 9.90 Hipjack supports 7-11-8 setback jacks.Jacks up to 7' TC:From 36 plf at 9.90 to 36 plf at 11.25 have no webs.Longer jacks supported to BC. BC:From 136 plf at 9.90 to 161 plf at 11.25 TC: 38 lb Conc.Load at-1.67 Wind Wind loads and reactions based on MWFRS. Additional Notes Shim all supports to solid bearing. _..+�_� its• S ��5 �aGiNFF () �f(/ 83294PE 9 OREGON vt,,014,0 e wee!!Tao.' Renewal 8/3012020 01/31/2019 **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 o"therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, 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 ,y,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 essiona engineering responsibility solely for the design shown. The suitaability 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.orq Sacramento,CA 95826 I ir Gable Detail J Fop' Let-in Verticals Gable Truss Plate Sizes A ('D O Refer to appropriate Alpine gable detail for Tr minimum plate sizes for vertical stole. IG 11 ©Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a CO single plate that covers the total area of the overlapped plates to span the web. `� O Example. 2X4 III:: 6 2X4 2X8 'T' Reinforcement Attachment Detail -. ._ 'T' ReinforcingM 'T'Reinforcing e be cin0 M© iliiiiii..... Toe-Hall 1 - Or - X End-nail 71 CJS CO O 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 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Shea, ToenaRed Nails' specie, and grade of the 'L' reinforcing member. 10d Common (0,148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace ii 4 Nall :1 (4) toenails in the top and bottom chords. 'T' Relnf. 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 X Member 2x6 20 X ASCE 7-05 Gable Detail Drawings Example. 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 Spaced At ASCE 7-10 S. ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP M3 Truss4, Q.C. AI1515ENC100118, A12015ENC100LL8, AI4015ENC100118, A16015ENCIOOLIB, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, 'T' Brace Increase (Fran Above) 30Y. 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, CI) 2x4 •L' Brace Length 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length SL1515ENC100118, 512015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' 518015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, -- 511530ENC100118, 512030ENC100118, 514030ENC100118, 516030ENC100118, !l 4 Nal 1 518030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 Ceiling appropriate Alpine gable detail for maximum unreinforced gable vertical length. iteO PROF oVARNSIIi RBA)ANS POLLEN ALL METES WI TICS i WOMi SS/ seOiORr FURNISH Ties PRAWN TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. �� G%NF�0;1 O REF LET-IN VERT Tram rendre care in fabricating,handling, and Refer to and V' -r follow the latest of SCSI ceuiag conoonent weep r1 amaabbn iy Tri for safer L/ 83294PE 9 DATE 01/02/2018 ties prior 4' wvse functions. Installers slaw provide Per SCSL Q; �hbg thehe�� ty• +gmd DRWG GBLLETIN0118 . shall have a attached rigid Mkq Locations slash for permanent lateral restraint of webs shall have bra per SCSI Sections 53,37 or 510,as applicable. Appl pates to each face of truss and ppoo as shown above and on the Joint Details,unlessrated otherMse, P 0 N Refer to drawings Z for standard plate positions. Alpine,a delsion :LTV Building Components Inc shall not be responsible for deviation from OREGON AN IT WCDI FAW this dravre.any f to the eptruss in�"formance with ANSI/TPI 1.or for hanndeg,shipping, AX. TOT. LD, 60 PSF installation I A seal an fhb ofor cover page�g des drosing.design shown. The suitability ce of professional 13 ..7, SLY 14,00. t� DUR. FAC. ANY 13723 Riverport Drive epsolely for Suite 200 f?::y strticMre responsibility of the Slt*g Designer per IOKI/TPI 1 Sect. "egg ar t Maryland Heights,MO 83043 For information m ars,lob's general notes pope and these web sites. MAX. SPACING 24.0' ALPINE. .coni TPD m.tpinstorgi SPCA.wwasbcindustryorgi ICO www.lccsafe.org Lb.w..d MD01E9E0 ti 01/31/2019 i' CLR Reinforcing Member Substitution T-Reinforcement This detail Is -to be used when a Continuous Lateral Restraint <CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,• O` 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. ion For minimum alternative reinforcement, re-run design with appropriate MIN X reinforcement type. j T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reklforecement Scab Reinforcement; Size Restraint T- or Ll Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 : I 2-2x4 No more than (1) scab per face. NI 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 2-2x480 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6010 Scab Reinf. T-reinforcement, L-reinforcement, or scab r inforcement to be same species and grade or better than web memb r unless specified otherwise on Engineer's sealed design. (310 Center scab on wide face of web. Apply (1) scab to each I face of web. NM 4 D FROpFss .m�eTnln:'vrua Da WAVING 1io�Au"" II NOTES EN TICS TIE sari ?14/43 ' �G%NE4. �0 TC LL PSF REF CLR Subst. follow the requireses st Ire extreme of SCSI ..care in` - handling,slipping,orma y �+ CA)for Installing and bracing. Refer safemer '�/G E DL PSF DATE 10/01/14 prim'to peroonbp sus. .. wtellers shoo provide �"oracYq par scu Q' pncttes otlarwlse.tap drord lave w.$y attadad strm¢tural.h.aNwp and cotton chord B DL PSF DRWG BRCLBSUB1014 as shall have a properly attached r�ld may,•. Locations s perne e ntrestrainti s Nall have hrutau.d per DCS! IL SIO,as face �� I :chat to and�aon as for .. . on w eine*setons, paaa a arah.e. LL PSF I�dl ' �+ Refer to dra I60A z for ..�plate vhallbru Alpine,a division of ITV s�I1�q dwp e.c sinal rat ee nsparuble far any acanthon frau OREGON ❑T. LD. PSF AN R1NODMR1.NY aft*make,any yaws to bw.d the Ci oNdornonee°IMh NBVTPI Lor for hoarse.N .pkr Inst.Uatbn I bracing of trusses. A seal an this*them or cover • I stq lids drawing.Crdleates aewp*snu of professional 4 '�/LY 14,201P 0 fa uCwa' `l�a'°�`y•f" '*Zest s'd De.Isra'� per Nau�I i seta dr.'" i8'e �a DUR. FAC. 13388 Lakefront Drive e"Tao.- 13380 Earth City,MO 83845 far more Information sew this Jens general notes ppooqq and Name wee sites. SPACING ALPINE.www.alpheltacceu TP3 blatpMterep SDCN www.sbce.dustryorgh ICO wseAxsefearg ionp � On 01/2019 . i I Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 • Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height Enclosed, Exposure D, Kzt ■ 1.00 2x4 Brace (1) 1x4 'L' Brace s (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 Brac 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' Inn 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Soruce-Pine-Fir Hem-Fk- 0) U S P #3 4' 7 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' kl*3*2 Standard ire Stud Stud .R3 Standard • Q HF Stud 4' 7 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' B. •as Fir-Larch Southern Plne■ss 01 #1 5' 0 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® Stud*3 MM J SP #2 4' Int 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard R- CL1 D F L #3 4' 8 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8 I 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 Bl 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 -P> - S P F #3 5' 3 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 111 I Btr *1 S- U H FStud 5' 3 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 01 O Standard 5' 3 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' • . .s Fir-Larch Southern Pinewww \ #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 #3 5' 5 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress-Rated Hoard) Stud 5' 5 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 01 LIssFar 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 nay be used with these grades. d 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! u' U Wind Load deflection criterion is L/240. O StudStandard 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 S P #1 6' 4 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d #2 6' 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' 111 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. (---1 D F L Stud 5' 111 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9 I 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Synn r Attach 'L' braces with l0d (0.128'x3.0' min) nails. 1 1T About liII ) H( For(1) 'L' brace' space rails at 2' o.c. •bit Tru* 1 In 18' end zones and 4' o.c. between zones. Diagonal brace option. B•' *31EFor(2) 'L' braces. space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length nay be T ', doubled when diagonal 18' HE -1.,b4, 'L' bracing must be a minimum of BOX of web brace K used. Connect L � member length diagonal brace for 335* 'L' at each end. Max web ' )V gr Ce f4'j Gable Vertical Rate Sizes total length is 14'. �� NEM ,' Vertical Length No Splice 2x4 DF-L D2 or ' Less than 4' 0' 1X4 or 2X3 better a Greater than 4' 0',but 2X4 Vertical length shown brace) single diagonal 18' .1 less than 11'6' - in table above. or double cut a J Greater than 11' 6' 3X4 410 4 tailshown) atL. 1 F B • Refer to cannon truss design for ,I upper end. Q 4 Q 1 ■r Q II 'I 1 , peak, splice, and heel plates. � :i ontlnuous Hearing / Refer to the Bukdi g Designer for conditions Connect ding• • at O 'Rep by this detail. midpoint of vertical web. Refer to chart above for max • /,_h. not addressed .mPI RT I �DES WAD MO 100 311.1.0%1 L PU.1�IG TIE INSTALLERS. �� IN •n ALL MITES ON TICS BRAVINI3 * G E' _r O REF ASCE7-10-GAB12015 Trusses nrq.dre care in fabricating.handling, ins and Refer to and �i priorritlatest amiming these functions. Installers Information,pprovide o or kndr pier safetys /. 2Y4PE �! DATE 10/01/14 "ated '. •top rd shall have properly shownattached structural lateral Botta,chordeDRWG A12015ENC101014 4 ��-1, 2r shell have a • .. attached Ndd aeAka, Locations whom for permanent lateral restraint of webs A L_1 IIN 1 r- shall have . . per BEST sections B3. .I or R0,as applicable. Apply plates to each face i 1� of truss and ••...' es shown above and on the Joint Details.veers noted of ae. Refer to elm • Z for standard plate positions. l RV/COMPANY this� Puking a division ,.STY Puking Components Group Inc.shall not be responsible for on�n deviation from OREGON AN II'1N drawing,any f to bad the truss In conformance with ANSI/TPI 1,or for M'n ig.shipping, C AX. TOT. LD. 60 PSF Installation I • - or trusses. LY 1fig 4,X0 A seal an this . or cover ape listing this drawing.Indicates acceptuce of pr•ohsebnral 4 a mpbZir .a.l,___dei wAhblDly ad ase of WI sla g ll Ta t for am s rue reaperslSlly of iia Building Deslp,er per wIwTPI 1 Seas. 8@ r'-. 13389 Lakefront Drive For •, Earth City,MO 63045information see this,hob's general notes pogo and these web sites. MAX. SPACING 24.0' ALPINE. .coni TPD waw tpinst orgl SIGN wsesbcind stry orph ICC.sswlccsafem g dljl 1D1 gfdry_202° i, �I/�3IT fl Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Om 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace a (1) 2x4 'L' Brace 5 (2) 2x4 'L' Brace ee (1) 2x6 'L' Brace a (2) 2x6 'L' Brace esu Bracing Group Species and Grades' Gable Vertical No S 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 Au Spruce-Plne-FF Hen-Fir #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' *1 / *2 Standard *2 Stud CD - S P F# 3 4 ' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard 0 iJ F 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 • them PMe■so #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' *3 —J a Sp #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud , Standard Standard .1. D F L #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Stud 4' 6' _ 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' d Standard 4' 4' S' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group B' U #1 / #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir +) _ S P F #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' *1 & Btr U l IIF Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' O I Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' s Fb-Le cl, Southern pyKeee #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' t t1 a 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' ® r *2 VD a) e--1 D F L #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress-Rated Board). Stud 5' 0' 7' 11' B' S' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' w"for 1x4 So.Pine use only Industrial ss or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values nay be used with these grades. 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' V UH 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. 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' O I l Standard 5' 6' 8' 8' 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 SP a #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' auttookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' About Attach 'L' braces with IOd (0.128'x3.0' nM) nails. X/,Gable Truss B NE For (1) 'L' brace' space nails at 2' ac. In 18'end zones and 4' ac. between zones. Diagonal brace option. �,�� **For 1 (2) 'L'braces space nails at 3' me.e oP '. in 18'end zones and 6' ac. between zones. vertical length any be _ J doubled when diagonal 18' BE : * 'L' bracing must be a minimum of 80X of web brace Is used. Connect L + V� B member length. diagonal brace for 383* 'Lr l Gable Vertical Plate Sizes at each end. Max web Br ce total length Is 14'. -� 31E31E Vertical Length No Spike MB / 2x4 DF-l.12 or + Less than 4' 0' 1X4 or 2X3 better Wgonnl Greater than 4' 0',but 2X4 Vertical length shown 18' a less than It' 6' M table above. orradoublacut ' Greater than 11' 6' 3X4 45' (as shown) at L_ 1 1 B + Refer to common truss design for — / upper end II {? 4 r) IQ Q Q 1 I peak, splice, and heel plates./ / / / /6",*"..?. 8earbp / / Refer to the Building Designer forconditions Connect dingona at • • not addressed by this detail. midpoint of vertical web. ....Xs', Ne..... NIP. ; � Refer to chart above for max, -. v- �,y„ th. awn:FUR THIS ARIONGIm SIM W°FOLLOW B=B "`L O lNOTES 1111 THIS ME TIE MALLERS. 0 �OG11dFFR,,O REF ASCE7-10-GAB12030 Trusses read"a waren*care In - _,are,handle's. and Refer ie end fallow the latest edition of SCSI r • Consonant SafetyInformation,by m and iicA�for safety 83294PE y DATE 10/01/14 pprwcanw prior te P.re: rp o tr rite)rte wall tw•ora. pM ra1 DRWG A12030ENC101014 Vntes rated oanerdse,top dlan'd have pr'e*erlY attadnM stn¢pe•al trap ad button chord /. ma shall have a properly attached rWd ,b„�,. Locations oc i s shown Hoo, f permanent lateral y al re it of P shell have hstel4d per BSI y e� of truss and as shown and on t e.JOht Detals. rated tilLtne. rim ace /-1 I P N R,Per to dr. 160A_Z far plate p.aKbre. Alpine,a division of ITV *. Ilreip Inc shall not be rule for any deviation from OREGON AX. TOT. LD. 60 PSF AN MY COMPANY this drawing,any failure to buAd - in oo fm o rero with ANSI/TPI 4 or for handling,shipping, A seal a a an Installation ilia drastic fyor cover -, :it the*suit:Indicates a epamce of professional �0 SLY 14,70' 0 for irvc tM r - • oP t Hlr Design yper l /TPPI I Se 8 13389 Lakefront Drive For more information see'this Jaws Deneral notes and Mese web altes $ e it Tar�. e Earth city,Mo 83045 ALP=wmaalpeneltweaw WI,ulna a a,y MAX. SPACING 24.0 ZPhsta'Dm S*CM www. arcs ICO wwwAxsaPeorO Rt......_:0188/110110 01/31/2019 ?f iI ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft. Mean Hgt, ASE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' In length Kzt = 1.00, Wind TC DL=5.0 f, Wind BC DL=5.0 psf. provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0' (see detail below or Lateral chord bracing reqements refer to DRWG A12030ENC101014). Top: Continuous roof Shea hang Bot: Continuous ceiling dia ragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed desi n referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and of r Information not shown refer to DRWG A12030ENC101014). on this detail. YK Optional 2x L-reinforcement attached Nails' 10d box or gun (0.128 ' 3',min) nails. to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. - I ii NIII 2X4 Blocking nailed to 45° sheathing and 111111. 4 each truss T H ON\ ►=®_Ill_III_®_III illIIIi1i . 2X4 DF-L ii#2 or betted H/2 diagonal klrace• Attach eQjj lch end for 560#. ,l ,` , „.. .m. ,......., ..........., ontinuous Bearing - 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or, gun (0.123' X 3', min.) nails. 4 0 PROPAb =WPM esMARN■GIs READ AND FOLLOW ALL NOTES a TI■S DRAAVDO \ �GTeF 'a REF GE WHALER Trusses require � FINNISH fabricating, INCLINand ING br1IE INSTcing. Refer to and (4). 88294AE 9 f��to of guidingComponent Safety. ,rnaticture �= 1r DATE 10/01/14 ^^� dtord.nw have properly a bo*�^ �' DRWG GABRST101014 n shag have a •. attached rtld ceSYq,sLoentlono shoan for porn n.nt lateral rest•oYe oe wbs Al P o I i snob haw - per ICSI sand n th.37J of no,as wASpsMe• Apely plates to each face ' I\VI of tress and .. ..' as sYwan above and on thr JoY�t Uetdls.vdess noted otheraW. Refer to dra Z for stondard plots�po•osltlore. OREGON Alpha,a°Mala Mi heCaa encs =7'orrenceholl rat SI reaL orf f«ha"*". �G AX. TOT. LD. 60 PSF AN mMCOANMNY i st drawn°o• to the truss h Min ANSI/TP[L or for CY 14,10 hstagatbn i • - of trusses. ye "tI db t ef�A 1seeearlY 1opn this • or oov r pt a listing a s drawihe Wtsates of professional 8 far�tiea yd"re f�a MY of the Mire Dim'per AGUTPI t Seca 8 eII Tar''. 13389 Lakefront Dove I — Earth City,MO 83045 For hfarnatbn see tees job's general rotas pope and these web snow ALPINE. • -• TPD www.tphn storgt SPCA.w ..bctidtstry.orgl ICG aewlcesafe.org O1/J 1/2019 MAX. SPACING E