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Plans (11) RECEIVED 1490 oW - - M9r2ict G-0-02:4$ TREE PLANTING NOTES(Note:Lot 1 was lot 9 in the previously approved Urban Forestry Plan) (e) JUN 13 2019 1 NEW TREES THAT ARE PLANTED TO MEET THE EFFECTIVE CANOPY REQUIREMENTS SHALL CONFORM TO THE APPLLCABLE STANDARDS IN THE TIGARD URBAN FORESTRY MANUAL.THEY SHALL BE PLANTED IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE(ANSI) STANDARDS FOR TREE PLANTING(A300,PART 6)AND ADDITIONAL STANDARDS ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD. CITY OF TIGARD NURSERY STOCK SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN FOR NURSERY STOCK(ANSI 260 1)FOR GRADE NO.1 OR BETTER.DOUBLE STAKE TREES IF NEEDED FOR STABILITY DURING THE ESTABLISHMENT PERIOD. BUILDING DIVISION 2.ROOT BARRIERS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS WHEN A STREET TREE IS PLANTED WITHIN 5'Of ANY HARD SURFACE,PAVING,OR UTILITY BOX. 3.IF NEEDED,IRRIGATION TO BE DESIGN/BUILD BY THE LANDSCAPE CONTRACTOR. 0 1 0' 20' 4.IF NEEDED,SPECIES SUBSITUTIONS SHALL BE COORDINATED WITH THE PROJECT ARBORIST TO ENSURE EQUIVALENT CANOPY COVER IN ORDER '4)68 I 164 16TO AVOID MODIFICATION Of THE PREVIOUSLY APPROVED URBAN FORESTRY PLAN. ' 0 The project arborist has reviewed this plan and certifies that the trees and tree protection are accurately represented in accordance with the SCALE: 1":=-20' a previously approved Urban Forestry Plan. ■ p a Morgan Haien,ISA Board Certified Master Arborist(PN-61458),ISA Tree Risk Assessor Qualified t I II Date:May 25,2019 I Phone Number:971.409.9354 — 4€-"--- 170 1. a _, 55.00'} 160 - ��-. 15' A r ( I__0r ) � - ') 5 j- crry or TIGAR . I Approved by PI Ing Date: 141 I i =N O initials: t0 j ) I `OQ ) EASTERN REDBUD /CERCIS CANADENSIS �J (DIAMETER SPREAD 25') I r 1 I=— II ( 0 )MGM a ,0oicus cuiaru o — rn iI 12'x10' L`�- (MOVER N rPATIO I tro —� 1: ° ' I o L 0 T 1 � '� > I 11 I0ro I �yJ 3ft�in ; „�,�1 ; 163FFH I a ■ r ■ Water Service ■ ■ ■ ■ I ■ I FIREPLAOE v ' Drainage CANTILEV•ER 1 I 2 62 6 • a a ! Erosion • ■ r I _ - • Grades s ; RECEIVED JUN 1 3 2019 CITY OF TIGARD BUILDING DIVISION F---8'8" I 42' I 10' --I � ki\s\ _ =- m EJI m 1i o EJ2 • 2'3' co —mo ....„, - 42 \Ili 8 cn R; N TI: al * -e I co 4 m -P . CO I 1 I l'-'6.-4.-+.-‘1l'-'6.-4.-+.-‘1 I- 43'6" I 10' -'1 I 60'8" 'I Customer: PARR FOREST GROVE a) N oo Desc. . Pion 2626 A No Vlt Maste o 0 1-- W ADDRESS: 71 In o Z Designed by: BILLY BREESE 1-- Z N O 0 W •• ¢gyp PROpF O.cfG GfN� Ss�o Alpine,an ITW Company �J F 8801 Folsom Blvd.,Suite 107 Mitt 19575 y Sacramento,CA 95826 �' ALPINE' Phone:(800)877-3678(916)387-0116 �� Fax:(916)387-1110 ' AN ITW COMPANY sacseals Itwbc com 02/06/201 °� g� 0 OREGON / `on.20.106 R0LD ' 00 Renews 6/30/2019 Site Information: Page 1: Customer: Truss Components of Oregon, Inc. Job Number: 0219023 Job Description: Plan 2626 A No Vlt Master Address: TIGARD,OR Job Engineering Criteria: Design Code: IRC 2012 View Version: 16.01.00.0327.15 JRef#: 1 WIe71750003 Wind Standard: ASCE 7-10 Roof Load(pdf): 25.00-10.00-0.00-7.00 Wind Speed(mph): 120 Floor Load(pst): None This package contains general notes pages, 19 truss drawing(s)and 6 detail(s). Item Seal# Truss Item Seal# Truss 1 037.19.0842.07231 CG 2 037.19.0842.07496 C 3 037.19.0842.07481 CHV 4 037.19.1447.39470 CGE 5 037.19.0842.07607 BGE 6 037.19.0842.07387 B 7 037.19.0842.07560 EGE 8 037.19.0842.07232 E 9 037.19.0842.07200 El 10 037.19.0842.07606 DGE 11 037.19.0842.07309 EJG 12 037.19.0842.07450 EJ1 13 037.19.0842.07561 EJ2 14 037.19.0842.07466 A 15 037.19.0842.07311 AG 16 037.19.0842.07388 SJ1 17 037.19.0842.07310 SJ2 18 037.19.0842.07247 SJ3 19 037.19.0842.07419 R1 Printed 2/6/2019 3:08:24 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10 (Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building stability bracing which are parts of the overall building design to be specified, designed and detailed by the Building Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL = Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL)= maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual L/defl value. L/defl =ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint)location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL =additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB= additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP= Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U = maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL)= maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL)= maximum Vertical panel point deflection in inches due to Live Load. VERT(TL)= maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19th Street, NW, Suite 800,Washington, DC 20036; www.afandoa.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.aloineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison,WI 53719;www.sbcindustrv.co Page 2 of 2 SEAN:229709/ T6 GABL Ply: 2 Job Number: 0219023 Gust:R7175 JRef:1W le71750003 FROM:BB Qty: 1 Plan 2626 A No VII Master DrwNo: 037.19.0842.07231 Page 1 of 2 Truss Label: CG JAK / RTT 02/06/2019 I 5 5 2 Complete Trusses Required 62"5 11'10"3 I 17'6" I 23'1'13 I 28'9"11 I 35' 6'2"5 5'7"13 5'7"13 5'7"13 5'7"13 6'2"5 I"+4 =6X10 N) 0 orAl >2c 0.12 03XX5 617 W o M17 AAIII 1‘III I =4x8(83) 4 w =-4x12(BeR) 3 A•00... 1 W1 W2. . - - Y ."- �s�. AF G 1 AY AT AS AR AM a 3X5 1112X4 1112X4 =3X5 =3X5=8X8 1115X5 A 35' j I.1'I 9'0"4 I 6'11" I 3'1"e I I 9'0"4 11'.1 9174 15'11"4 19'012 2511"12 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 P1:21.2 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 B 3548 /- /- /44 /181 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.053 AH - - AF 4863 /- /- /- /255 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.122 AH - - Wind reactions based on MWFRS Mean Height:22.63 ft B Br Width=5.5 Min NCBCLL:0.00 Code I Misc Criteria Creep Factor:1.5 9 Req=2.9 TCDL:6.0 psf AF Br Width=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.747 9 Req=4.0 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.609 Bearings B&AF are a rigid surface. Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI:0.895 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-G 161 -3298 Q-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-Q 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 Nail Schedule:0.120"x3",min.nails M-AT 17 -397 U-AM 998 51 Top Chord:1 Row @11.25"o.c. Q-AR 1861 -100 AM-AA 10 -379 Bot Chord:1 Row @ 9.25"o.c. AR-U 67-1170 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. EO PROF Special Loads �(G�, Fss -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) ‹' t4G i N FF i0 TC:From 72 plf at -1.00 to 72 plf at 17.50 019575 TC:From 36 plf at 17.50 to 36 plf at 26.94 r TC:From 72 plf at 26.94 to 72 plf at 36.00 ,1 BC:From 4 plf at -1.00 to 4 plf at 0.00 e• 'i BC:From 14 plf at 0.00 to 14 plf at 19.06 1, 16/2119 BC:From 7 plf at 19.06 to 7 plf at 35.00 BC:From 4 plf at 35.00 to 4 plf at 36.00 0 OREGON TC: 709 lb Conc.Load at 27.04 BC:1735 lb Conc.Load at 19.06 '94 vin.20.19# �'0, BC: 336 lb Conc.Load at 20.94,22.94,24.94,26.94 OLD W* BC: 120 lb Conc.Load at 29.00 BC: 114 lb Conc.Load at 31.00,33.00 Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ' Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr 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 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 truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positiof ons. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,R,,,au„1e, truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of processional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For mom information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:229709 /T6 GABL Ply: 2 Job Number: 0219023 Cost:R7175 JRef:1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vlt Master DrwNo: 037.19.0842.07231 Page 2 of 2 Truss Label: CG JAK / RT1" 02/06/2019 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 A12030ENC101014,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. •cVs PROF`AN 9p �O C 19578 1 y %r 1, 16/2119 OREGON Renews 13/9072019 **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,handlingshipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)f 'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, �. as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the 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 proTesslonal engineering responsibility solely for the design shown. The suit--ability 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.alpineilw.corn,TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEQN:229696/ T2 / COMN Ply: 1 Job Number: 0219023 Gust:RR7175 JRef:1W Ie71750003 FROM:BB Qty: 12 Plan 2626 A No VII Master DrwNo: 037.19.0842.07496 Truss Label: C JAK / RTT 02/06/2019 6'2"511'10'3 _ 17'6" + 23'1"13 , 28'9"11 _, 35 6'2"5 57'13 5'7"13 57"13 57'13 6'2"5 5X5 F "444 3X5 3X5 12 0 3X5 E z 3X5 6 1,---- !'t W4 H IL A m A.1.5X4 1.5X4 in C I m B J illIllIllL �. A/ = Ci = a\K '.. 5X5(B 1) .3X5 .5X7 =3X5 .5X5031) A 35 A H1'I 9'0"4 I 8'5'12 I 8'5'12 I 9'0'4 11' 9'0"4 17'6" 25'11'12 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): 0.207 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 /- /- /727 /69 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.193 L - - Wind reactions based on MWFRS Mean Height:22.63 ft B BrgWidth=5.5 Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Req=2.6 TCDL:6.0 psf Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.747 J Brg Width=5.5 Min Req=2.6 BCDL:4.2 psf Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.861 RepFac:Yes Max Web CSI:0.397 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 VIEW Ver:16.01.00C.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 Top chord 2x4 HF#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 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. 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. ,OLEO PROFSSS �y G►N2O CI 19575F�� p rr 16/2119 OREGON GI a, W. Renews 6/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box4ee 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 Ex bracing per BCSI.Unless noted ovherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oftruss and position as shown above and on the Join,Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW(llMPANY 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 essronal engineering responsibility solely for the design shown. The suitability9 and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" Sacramento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.orq SEQN:229694/ T18 / COMN Ply: 1 Job Number: 0219023 Cust:RR7175 JRef:1 W Ie71750003 FROM:BB Qty: 4 Plan 2626 A No Vit Master DrwNo: 037.19.0842.07481 Truss Label: CHV JAK / RTT 02/06/2019 62"5 11'10"3 I 176" 23'1'13 • 28'9"11 35' I 62"5 5'7'13 57"13 57'13 5793 6'2'5 =5X5 F n T 1111.5X4 1111.5X4 E G 3X5 12 3X • H m ,,,3X5 3X5 m Ln C I m B J 5X5(81) P 1111.5X4 =3X70[12] N =H0308 =3X7[19] 1111.5X4 =5X5(61) A 35' i �1' 6'2"5 5'7"13 • 11'3"11 I 5'7"13 62"5 I 1- i '1" 62"5 11'10"3 2313 285'11 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 LI# 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 I RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.397 G 999 240 B 1638 /- /- /727 /69 /153 Risk Category:II BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.064 L - - J 1638 I- /- /727 /69 /- EXP:B Kzt:NA HORZ TL:0.138 L - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:22.63 ft ( ) B BrgWidth=5.5 Min Re 1.7 NCBCLL:10.00 Code I Misc Criteria Creep Factor:1.5 q= TCDL:6.0 psf J Brg Width=5.5 Min Req= 1.7 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.808 Bearings B&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.771 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: 0.523 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 C-D 526-2397 G-H 534 -2261 Lumber 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 Wind loads based on MWFRS with additional C&C �ELED PROP , member design. A. tt' ..e.', GINE �O � O 19575 �� p (a r 16/2119 OREGON 14i 01. 20 ,1s%,v`I Renews 8/30/2019 '"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 0OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing 3 357-257-211 18 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the 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 ,e,nwmmun 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 proesslonaengineering responsibility solely for the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this 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:230324 T5 GABL Ply: 1 Job Number: 0219023 Cust:R7175 JRef:1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vlt Master DrwNo: 037.19.1447.39470 Truss Label: CGE JAK / GWH 02/06/2019 17'6" I 35' 1T6" 1T6" 1.64 1.4. (T ) =5X5 P 12 03X5 1flI3X5 i", j(a) 4(a) j(a) i i o i ! i - B I A _ _ _ - _ - _ _ _ W12 14 E _ ty _ _ _ _ �r0 ./..---------------"------././/...----/././..----------/ ,---",---------------/-/----"------//..---------------'"//_/////////////// AE 1 AR 3X5(81) =5X5 .3X5(B1) 1 35' 1 F'11 I 35 11.1 35' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl!CSI Criteria ♦Maximum Reactions(lbs),or"=PLF TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed:120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.002 R 999 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.005 R 999 240 B* 135 /- /- /52 /1 /10 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 M - - AR"126 /- /- /47 /8 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.63 ft HORZ(TL):-0.005 M - - Wind reactions based on MWFRS NCBCLL:10.00 Code!Misc Criteria Creep Factor:1.5 B Brg Width=209 Min Req=- TCDL:6.0 psf AR BrgWidth=210 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.129 Req Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.029 Bearings B&AR are a rigid surface. Re Fac:No Max Web CSI:0.265 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft P 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 Additional Notes Top chord 2x4 HF#2 Provide lateral wind bracing per Alpine wind bracing Bot chord 2x4 HF#2 details or per engineer of record.2X3 studs require Webs 2x3 HF#2:M12,M13,M14 2x4 HF#2: reinforcement at 70%of the length tabulated for 2X4 studs of the same grade. Bracing See DWGS A12030ENC101014,GBLLETIN1014,& (a)#3 or better scab reinforcement.Same size&80% GABRST101014 for gable wind bracing length of web member.Attach with 10d Box or Gun requirements. nails(0.128"x3",min.)@ 6"OC. 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. ' '�EG PROFESS Bottom chord checked for 10.00 psf non-concurrent y G(N F /O bottom chord live load applied per IRC-12 section41 a ` y 301.5. G 19575 p �r Wind /- Wind loads based on MWFRS with additional C&C member design. 1. 16/2119 OREGON Renews 6130/2019 ""WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,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 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 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. Defer to ALPINE' I 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 AumvCOMPANY 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 prooessfonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq SEQN:229688/ T15 GABL Ply: 1 Job Number: 0219023 Cust:R7175 JRef:1W Ie71750003 FROM:BB Qty: 1 Plan 2626 A No VIt Master DrwNo: 037.19.0842.07607 Truss Label: BGE JAK / RTT 02/06/2019 9'6" I 19'I H 9,6" 9'6" I---1'6"+1'4""1 (TYP) =4X5 -r -' 12 � - 61/ ih n io .n B r ' P I A -.IIr} n 3 a 31 6 u a U as. Q ///// 1 I //// — 3X5(B 1) =3X5(B1) A 19' A 1' I 19' -I 1'-I 19 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.033 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 /- I- /84 /8 /17 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.014 M - - P" 230 /- I- /84 /8 /- EXP:B Kzt:NA HORZ TL:0.032 M - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.63 ft ( ) B BrgWidth=62.5 Min NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 Req=- TCDL:6.0 psf P Brg Width=62.5 Min Req=- Soffit: 2.00 BCDL:4.2sf Bldg Code: IRC 2012 Max TC CSI: 0.231 P Bearings B&U are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.498 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.086 Members not listed have forces less than 375# P 9 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 p PRO details or per engineer of record.2X3 studs require (GQ•� Op . reinforcement at 70%of the length tabulated for 2X4 • C7(N /O studs of the same grade. C9 ,,F4 . ti See DWGS A12030ENC101014,GBLLETIN1014,& 19575 y GABRST101014 for gable wind bracing %i requirements. /AP Truss designed to support 12"top chord outlookers I' 16/2119 and 5 PSF cladding load one face,and 24"span on OREGON opposite face.Top chord may be notched 0 is ./ 1.5"deep x 3.5"wide periodically along top edge,only in the 9ei"in 2U 10- f area above the let-in studs.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches. 0t • W Do not notch at plates,or in overhang or heel(first)panels. Renews ef30M019 "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 499 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building 0OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices pnor to performing these functions. Installers shall provide temporary (5003)3)3357US 57-2119 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, C 16 . as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALP NI E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M,,,.,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suit-ability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 01amento CA 9,Suite 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 SEQN:229690/ T14 / COMN Ply: 1 Job Number: 0219023 Cust:RR7175 JRef:1W le71750003 FROM:BB Qty: 4 Plan 2626 A No Vit Master DrwNo: 037.19.0842.07387 Truss Label: B JAK / RTT 02/06/2019 5'0"4 I 9'6" _I 1311"12 19' 5'0"4 4'5"12 4'5"12 5'0"4 4X5 D IR _ 12 61.5X4 ,---1.E4 in in co io B F =3X1) =3X7 =3X5(B1) J- A 19' A F-1' I 9'6" I 9'6" 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 /- /- /412 /40 /81 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 G - - F 818 /- /- /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 NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 9 Req= 1.5 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 Max BC CSI: 0.739 Bearing B is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.247 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 B-C 325-1311 D-E 291 -971 Lumber C-D 279 -971 E-F 348 -1318 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply lbs ) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Webs 2x4 HF Std/Stud Comp. Loading B-G 1096 -237 G-F 1106 -236 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-G 155 -413 G-E 158 -423 D-G 473 -115 Wind loads based on MWFRS with additional C&C member design. •cVs PROF,`to 095 0G t W QO2 19575 7 /- i I' 16/2119 OREGON 9 01. 20,1944', 9- % Renews 6/90/2019 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext 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. Appplates to each face oftruss and position as shown above and on the Joint-Details, unless noted otherwise. (2efer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oro.esstonat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI: www.tpinst.orq;SBCA: www.sbcindustry.com;ICC: www.iccsafe.ory Sacramento,CA 95826 SEQN:229686/ T23 / GABL Ply: 1 Job Number: 0219023 Cust:RR7175 JRef: 1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vit Master DrwNo: 037.19.0842.07560 Truss Label: EGE JAK / RTT 02/06/2019 I_ 6'0"2 8 3 I_ 11'9"8 I 16'6" H 6'0"2 2'2"14 3'6"8 4'8"8 I- 611" I 1'4"- I (TYP) =4X5 E T -' 12 C7 7 W1 T2 . K I A r {) O {} a L 3X5(B1) =3X5(81) r 5'8'12 1 10'9"4 5'6" 11' H 1' I5'6" -I 16,6" 1'"I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 21.2 Ce:1.1 VERT(LL): 0.053 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 1- I- /118 /15 /84 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.028 I - - Q 1012 /- I- /415 /19 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:-0.072 I - - K 674 /- I- /259 /20 /- ( ) Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.573 Q Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.409 RepFac:No Max Web CSI:0.242 K Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Bearings B,Q,&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 live load applied per IRC-12 section 301.5. �� 0 PROA- . Wind wy� . G1NF `vo Wind loads based on MWFRS with additional C&C (g F1* y member design. 19575 y r Additional Notes ,- i Provide lateral wind bracing per Alpine wind bracing details or per engineer of record.2X3 studs require 1' 16/2119 reinforcement at 70%of the length tabulated for 2X4 0 OREGON studs of the same grade. GABRST1See 1S 10 014 for gable01014,winnd bracing ETIN1014,& 9R OLD W N�• requirements. Renews 8/90/2019 *'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 3357 and bracing. Refer to and follow the latest edition of BCSI(Building COR OR 97113 Component Safety Information,by TPI an SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2211 18 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. 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 11W p,MP°ry 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 esstonar engineering responsibility solely for the design shown. The suitability 8801 Blvd.,Suite 10' and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 1a Folsomento,CA 95826 For more information see this lob's general notes page and these web sites: ALPINE: www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org SEQN:229681/ T21 / COMN Ply: 1 Job Number: 0219023 Cust:RR7175 JRef:1WIe71750003 FROM:BB Qty: 2 Plan 2626 A No VP Master DrwNo: 037.19.0842.07232 Truss Label: E JAK / RTT 02/06/2019 4'4"12 8'3" I 12'1"4 I 16'6" 4'4"12 3'10"4 3'10"4 4'4"12 4X5 _ D Pi T 12 6 �/ \o 1.5X4 mff 1.5E4 I, \ i ,_v -v B F =3X5(81) =31X51 =3X5 =3X5(81) - A 5'812 i 10'9"4 -i 1, I_ 58"3 I_ 51"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) 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): 0.034 E 999 240 B 268 /- /- /143 /- /75 BCDL: 7.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.005 D - - I 796 /- /- /339 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):0.013 D - - F 533 1- /- /264 /- /- Mean Height:15.00 ft Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:6.0 psf B BrgWidth=3.5 Min Req Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.371 = 1.5 BCDL:4.2 psf I Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.229 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.290 F Brg Width=5.5 Min Req= 1.5 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings B,I,&F are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Chords Tens.Comp. Chords Tens. Comp. Lumber D-E 173 -502 E-F 156 -659 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Webs 2x4 HF Std/Stud (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. ��OEO PROpSSS §0 % GSNF VO 19575 �� y �r 1. 16/2119 OREGON 91-01 20.'1946 NG Renews 6/30/2019 V **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)Kw safety practices prior to performing these functions. Installers shall provide temporary (503)357-2119 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingq insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Refer to A LPINE'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 ,N,ITW a u„NY truss in conformance with ANSI/TR! 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,- listing this drawing,indicates acceptance of proessional engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10 and use of this awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For mom information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 • SEQN:229683/ T22 / COMN Ply: 1 Job Number: 0219023 Cust:RR7175 JRef:1W Ie71750003 FROM:BB Qty: 1 Plan 2626 A No VII Master DrwNo: 037.19.0842.07200 Truss Label: El JAK / RTT 02/06/2019 37"11 7'7"8 11'5"12 15'10"8 H 37"11 I 3'11"13 -I- I 3'10"4 4'4"12 4X5 D Pi 12 6I/ \\\1.5 4 ///1:E4 I. to • �� a 3X5 • v B A O F 1 li G I 1113X7(E31 1 i 4X5(E3) =3X51 =3X5 =3X5(B1) 1 5'1"4 1 159"4 1 5'0"11 5'1"11 5'8"3 I1, 5'0"11 I 102"5 1510"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.014 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 I- /- /70 I- /66 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 B - - I 806 I- l- /349 I- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.014 B - - F 523 /- /- /256 /- /- 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 Bldg Code: IRC 2012 Max TC CSI: 0.369 A Brg Width=- Min Req=- BCDL:4.2 psf TPI Std: 2007 Max BC CSI: 0.227 I Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2F 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 Bearings 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 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. H-F 521 -86 Loading 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. C-I 152 -375 D-H 428 -118 Wind I-D 107 -571 Wind loads based on MWFRS with additional C&C member design. ,,10 PROpt •' GINE �O F 0. 19575. y i i Air 1' 16/2119 0 OREGON 9"- 20, �O` 944 Renews 6/30/2019 "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building COR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (s03)357723)3 -211 18 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANYtruss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suif9ability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/1-P!1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: ww.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 w SEQN:229679/ T19 GABL Ply: 1 Job Number: 0219023 Cust:R7175 JRef:1 WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vlt Master DrwNo: 037.19.0842.07606 Truss Label: DGE JAK / RTT 02/06/2019 56" 11' H5,6„ 5,6„ H 1'6"-±-1'4"- -4X5 -r- (TYP) 12 0.11111114444001 6l/ i i in co io 03 B 'r • J T A a I I I I I •I i K //// v 7 Z 3X5(81) 7----3X5(131) 1 11 A H1,_ l_ 11' 1' 11' � Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf: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 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):0.011 I - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 B Brg Width=32.5 Min 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 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.044 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 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 Provide lateral wind bracing per Alpine wind bracing EO PRGFF details or per engineer of record.2X3 studs require sit, reinforcement at 70%of the length tabulated for 2X4 �(� Strj studs of the same grade. �'� 14G INE . p� See DWGS A12015ENC101014,GBLLETIN1014,& 1957541 GABRST101014 for gable wind bracing r Lig r requirements. dr i Loading I' 16/2119 Truss designed to support 1-0-0 top chord outlookers OREGON and cladding load not to exceed 5.00 PSF one face 0 v and 24.0"span opposite face.Top chord may be .1" le 20,10'_4., notched 1.5"deep X 3.5" periodically along top ROL D W W.N edge.DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel. Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ofOregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIus OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join-Details, unless noted otherwise. Defer to ,q IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,m„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 essional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 • SEQN:229667/ T13 / CAJA Ply: 1 Job Number: 0219023 Cust:R R7175 JRef: 1 WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vit Master DrwNo: 037.19.0842.07309 Truss Label: EJG JAK / RTT 02/06/2019 1'10"3 { H 1'10"3 12 8r . C I i B ipT A /A I D 3X5(B1) r 8' i 1 H- 1 8' 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 D 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.011 D 999 240 B 210 /- /- 1- /17 /- BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 D - - C 102 /- I- /1 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.009 D - - D 116 I- I- /7 /- /- Mean Height:18.56 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code 1 Misc Criteria Creep Factor:1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.204 B Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf C Brg Width=1.5 Min Req=- Load Duration:1.15 TPI Std:2007 Max BC CSI: 0.468 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 Wind loads and reactions based on MWFRS. �_ep PROF. S `y� GtNFF s�o 19575. y 41 I' 16/2119 OREGON Renews 6/3 012 01 9 ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing..Refer to and follow the latest edition of BCSI(Building003)357 US OR 97113 qq q p 9. 9' (503)357-2118 Ext Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSIITPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of proesslonall engineering responsibility solely for the design shown. The suit-ability 8801 Blvd.,Suite 10" and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 1a Folsomento,CA 9,Suite For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org SEAN:229669/ T7 / CAJA Ply: 1 Job Number: 0219023 Cust:RR7175 JRef: 1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No VIt Master DrwNo: 037.19.0842.07450 Truss Label: EJ1 JAK / RTT 02/06/2019 3'10"3 3'10"3 C T 12 fl —1--- 6 to N m 1IAN/M y"8 D L 3X5(61) r 8' 1 I--1' 1 8' H 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.005 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 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.014 D D 119 I- /- /64 /- /- Mean Height:19.21 ft - - Wind reactions based on MWFRS NCBCLL:10.00 Code I Mi sc Criteria Creep Factor:1.5 TCDL:6.0 psf B BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.272 Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.446 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= - Loc.from endwall:Any FT/RT:2(0)/4(0) Bearing B is a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: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. AokEO PROFES‘3:e�5 G►NE �O O 19575 �� p i� i �r 16/2119 OREGON Renews 6130/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,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 forfermanent 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 Joint-Details, unless noted otherwise. Refer to ALPINE' P 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 RW mWrwv 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 pro0essronal engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustSacramento,CA 95826 ry.com;ICC: www.iccsate.orq • SEQN:229671/ T4 CAJA Ply: 1 Job Number: 0219023 Cust:R7175 JRef:1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vit Master DrwNo: 037.19.0842.07561 Truss Label: EJ2 JAK / GWH 02/06/2019 5'10"3 -I 5'10'3 C T �l T s 12 i" io B 1 A i Xii 22 �_� D =3X5(61) r 8' A H1' 1- 8' -I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 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 /- /- /192 I- /69 Risk Category:II BCDL: 7.00 Snow Duration:1.15 HORZ(LL): 0.011 D C 192 /- I- /76 I30 I- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:0.024 D - - D 123 /- /- /68 /- /- ( ) Mean Height:19.71 ft Wind reactions based on MWFRS NCBCLL:10.00 Code 1 Misc Criteria Creep Factor:1.5 TCDL:6.0 psfB Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.593 C Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.479 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 D Brg Width=- Min Req=- P 9 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. P 4'1- ROFSSS' C9� ,oG1NF . HO R Z 19575 7 %f l i I' 16/2119 OREGON 4O 20,101 .Ri ' Renews 6/30/2019 "WARNING'" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS03)357OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to perforing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the M1 fTW 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 proTesstonal engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10' and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.orq Sacramento,CA 95826 SEAN:229673/ T12 / EJAC Ply: 1 Job Number: 0219023 Gust:RR7175 JRef:1WIe71750003 FROM:BB Qty: 4 Plan 2626 A No Vlt Master DrwNo: 037.19.0842.07466 Truss Label: A JAK / RUT 02/06/2019 III 1.5X4 CD T T 1 2 diii 6 �/ to 'r' -v m v -r B 1 A ' sI1(1 _ F E 1111.5X4[7] 3X5(81) A 8' - 8' I---1.– I1 8' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):NA Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL):NA B 430 1- /- /216 /- /93 BCDL: 7.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 F - - E 338 1- /- /174 /35 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.25 ft HORZ(TL):0.045 F Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:1.5 B Brg Width=5.5 Min Req= 1.5 TCDL:6.0 psf E BrgWidth=- Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.822 Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.508 Bearing B is a rigid surface. 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. �,�E0 PROFS @ � GiNF � , O O 19575 + y %r I-' 1 16/2119 OREGONGI J 9-0L D W W. Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, C as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ,q LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RN/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 essionai engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orp Sacramento,CA 95826 • SEQN:229704/ T16 / EJAC Ply: 1 Job Number: 0219023 Gust:RR7175 JRef: 1 WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vlt Master DrwNo: 037.19.0842.07311 Truss Label: AG JAK / RTT 02/06/2019 48 4' 4' 1I11.5X4 C ilio...Aiii iiii.. 1 12 6 V 54X8 a A 1 IBMI .1011 .1IN - Iii 4X5(A1) I114X8[5 ] ..4X5[8] 1 8' 1 4' 4' II 4' 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 lot 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 l Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(TL): 0.065 E 999 240 A 2172 I- /- I- /108 /- Risk Category:11 BCDL: 7.00 Snow Duration:1.15 HORZ(LL):-0.011 C - - D 1735 I- l- I- /90 I- EXP:B Kzt:NA Des Ld: 42.00 HORZ TL:-0.021 C - - Wind reactions based on MWFRS ( ) Mean Height:20.35 ft Code 1 Misc Criteria Creep Factor:1.5 A Brg Width=5.5 Min Req=2.3 NCBCLL:10.00 TCDL:6.0 psf D Brg Width=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.317 Bearing A is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.695 Members not listed have forces less than 375# Spacing:24.0" CSC Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI:0.921 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 A-B 125-2340 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud A-E 2051 -104 E-D 1983 -102 Special Loads Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15 Maximum Web Forces Per Ply(lbs) -----(Lumber ) 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 bottom chord live load applied per IRC-12 section 301.5. ��14 PROpF`rS Wind s, ./GINeo. �O Wind loads and reactions based on MWFRS. O 19575 + I" Right end vertical not exposed to wind pressure. r t"".41, /- i t' 06/2119 0 OREGON 9-OCD WaN�. Renews 8/30/2019 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box488 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CO3)357-21S OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have 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 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,anmm y failure to build the ,w „ „P,,,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 professronaT engineering responsibility solely for the design shown. The suitability and use of this drawingdor any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this lob's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:229661/ T11 / CAJA Ply: 1 Job Number: 0219023 Cust:RR7175 JRef: 1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No Vlt Master DrwNo: 037.19.0842.07388 Truss Label: SJ1 JAK / RTT 02/06/2019 12 C _i__ I 61 - I N Tr) B O) zDTa G 11 il , ►� D 3X5(61) H 1'11"4 1 1'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 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 /- /- /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 /- /- NCBCLL:10.00 Mean Height:18.71 ft Code 1 Misc Criteria Creep Factor:1.5 Wind reactions based on MWFRS TCDL:6.0 psf B BrgWidth=5.5 Min Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.096 Req= 1.5 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 Re D Brg Width=1.5 Min Req= - Spacing:24.0" C&C Dist a:3.00 ft P Fac:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearing B is a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.0OC.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. 'C��EO Po i' tNE � �5 GO 19578 �� y r �r II" i 1' 16/2119 OREGON 1,0411n.20.104!.02f Renews 8/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ex bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A.4116 LPINE' NE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page COMPANY listing this drawing indicates acceptance of 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.alpineitw.com;TPI: www.tpinst.org;SBCA: www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEQN:229663/ T10 / CAJA Ply: 1 Job Number: 0219023 Cust:RR7175JRef:1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No VII Master DrwNo: 037.19.0842.07310 Truss Label: SJ2 JAK / RTT 02/06/2019 C 12 1t 6 N i 0) N (V B i co A L =� D 3X5(B1) I— 1' I 1111�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 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.003 D - - C 115 /- /- /41 /19 /- Mean Height:19.21 ft Wind reactions based on MWFRS NCBCLL:10.00 TCDL:6.0 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 Bldg Code: IRC 2012 Max TC CSI: 0.210 B Brg Width=5.5 Min Req= 1.5 BCDL:4.2 psf D Brg Width=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std:2007 Max BC CSI: 0.072 C Brg Width=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. 47. PROFESS �� oGtWFF� 'O2 19575 7 Si, 16/2119 OREGON J 9RO� ,o.i94'9 Renews 6/30/2019 *"WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "*IMPORTANT*" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlinq shipping,installin and bracing. Refer to and follow the latest edition of BCSI(Building003)357US OR 97113 q g q f 9. 9• (503)357-2118 Ext Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the u,nwWMpury 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 professional engineering responsibility solely for the design shown. The suit-ability 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.org;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:229665/ T9 / CAJA Ply: 1 Job Number: 0219023 Cust:R R7175 J Ref: 1WIe71750003 FROM:BB Qty: 1 Plan 2626 A No VII Master DrwNo: 037.19.0842.07247 Truss Label: SJ3 JAK / RTT 02/06/2019 C 12 6 N rl� _ M =� D 3X5(8 1) H- 1' 1'11"4 _I 3'10"15 1'11"4 • Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 10.00 Speed: 120 mph Pt 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 TCDL:6.0 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.510 B Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.277 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=- Loc.from endwall:Any FT/RT:2(0)/4(0) Bearing B is a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver: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. ��EO PROFS C9y aGINF . Oy 19575 p a k•'moi 1' 16/2119 OREGON 91.411 20, 00° .OLS NN Renews 8/30/2019 "*WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELI21 OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ex 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 bracjn installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face otruss and position as shown above and on the JointtDetails, unless noted otherwise. Defer to ,q INN 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 MIN/OWN.' 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 oro7essronalq engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10' For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.orq;SBCA:www.sbcindustry.com;ICC: www.iccsafe.org Sacramento,CA 95826 SEQN:229677/ T8 / CALF Ply: 1 Job Number: 0219023 Cust:R R7175 JRef:1W Ie71750003 FROM:BB Qty: 1 Plan 2626 A No Vit Master DrwNo: 037.19.0842.07419 Truss Label: R1 JAK / RTT 02/06/2019 1'8" 12'11" IHi• H 1'8" 11'3" C f E a3:i %2X4 53X5 12 4.24 ✓ %2X4 t 3X5 E., o t T2 "v 3X5 B 3X5 !oio . T A s e 3X5 I-^1'8"-H 12'11" { 12'11" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# 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 /- /- /- /29 /- EXP:B Kzt:NA HORZ TL:0.209 B - - Wind reactions based on MWFRS Des Ld: 35.00 Mean Height:20.02 ft ( ) D BrgWidth=7.8 Min Req1.5 NCBCLL:0.00 Code 1 Misc Criteria Creep Factor:1.5 = TCDL:6.0 psf E Brg Width=1.5 Min Req=- Soffit: 2.00 BCDL:4.2 psf Bldg Code: IRC 2012 Max TC CSI: 0.699 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.000 Spacing:0.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:0.000 Members not listed have forces less than 375# p 9 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:16.01.00C.0327.15 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. P ED ROF& �'� 018576 �+ %r 1' 16/2119 0 OREGON 9-1O`Dzo,W.1 Renews 6/30/2019 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS03)357OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingper BCSI.Unless noted oyherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attachd rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face or truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona 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. 01amentCA 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 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ort 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace IN (1) 2x4 'L' Brace ,l (2) 2x4 'L' Brace ■x (1) 2x6 'L' Brace R (2) 2x6 'L' Brace II Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai SSpruce-Pine-Fir Hem-Fir '+-) #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' S' 14' 0' 14' 0' 14' 0' 14' 0' S P F *1 / *2 Standard *2 Stud #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 k3 Standard CD O Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' HFStandard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 12' 10' 13' 9' 14' 0' 14' 0' Douglas Fir-Larch Southern Plne•1111 QJ #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud _JS P #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 #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' d CU DFL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group 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' Hem-Fir - SPF#3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' kl I. Btr Y H F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' illI� Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' QJ Q Douelas Fir-Larch Southern Pine■vest \ #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' ® *1 / SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® k2 \ #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 011:1 D rr L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress Rated Board). ■w=For 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards, Group B #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. cJ - SPP #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes; 12 U H F Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion is L/240. 0 f l Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 INF 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 S P #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' II' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. r--i DFL Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm l• Attach 'L' braces with IOd (0.128'x3.0' min) nags. it. 'i "Pr /i 4) 31E For (1) 'L' brace, space naffs at 2' ac. � ` In 18' end zones and 4' o.c. between zones. Diagonal brace option. W319-or (2) 'L' braces, space nails at 3' o.c. vertical length may be In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' 3i( Li 'L' bracing must be a minimum of 80X of web brace Is used. Connect L + 40, member length. diagonal brace for 385* 'L' at each end. Max web Brace 4`/4, Gable Vertical Plate Sizes, total length Is 14'. L-------....._. 3,k A( a Vertical Length No Splice 2x4 DF-L *2 or I Less than 4' 0' 1X4 or 2X3 better diagonal r t hilkAi Greater than 4' 0', but 2X4 Vertical length shown bracer single 18' a less than 11' 6' In table above, or double cut 3# Greater than 11' 6' 3X4 './ 43' (as L_ 1 + Refer to common truss design for '�, upper showendn) at 4. a a a.Y D a S ._ peak, splice, and heel plates. 't• ontkiuous •Bearl •/ • "R•G Connect dWgonn at (+ .a p, Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for . .1-, , 9th, not addressed by this detail. DcI TANTFURNISH DInwlWANDD G Ta AALLLOW ALL CI TE INCLUDINGDINV Tl INSTALLERS. �� -�li' F'P 'L REF ASCE7-10-GAB12030 Trusses require extrene care in fabricating,handling,shipping,installing and bracing. Refer to and 19575 _ follow the latest edition of BCSI(Bulling Component Safety Information,by TPI and SBCA)Par safety �� %n DATE 10/01/14 44/ \\ practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord /' j DRWG A12030ENC101014 a. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs X111 1\ 11E shall have bracing Metalled per BCS!sections B3,37 or as applicable. Apply plates to each face I'�II� 1�1�\`V'11 of truss and position as show,above and on the Joint Details,unless noted otherwise. 0 /06/2019 V Refer to drawings 160A-Z for standard plate positions. ^ OREGON . Alpine,a division of ITV Building Components Group Inc shall not be responsible for anydeviation from V, y b AN I WCOMPA,NY this drawing,any failure to build the inns in conformance with ANSI/TPI I,or for handing, installation I bracing of trusses. �'shipping, 9/P -D•t9° (�, MAX, TOT, LD, 60 PSF A seal on this drawing or cover pope listing ibis droving,indicates acceptance of profession! O W . ear eresporndb17 solNy for the design slow,. The suitability and use of this drawing 13389 Lakefront Dove any b the resparuMlly*IOC *ulli'np Deslprner per Af4I/TPI 1 Sect. Earth Crty,MO 63045 For nate information see this Job's general notes page and these web sltesi Renews 6/30/2019 ALPINE)wwwalpineitw.con,TPI.www.tphstorg,SBCA.www..bcindustry.orgi ICC,wwwlccsafe.org MAX. SPACING 24.0' ASCE 7-101 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf. provide a 2x6 stiffback at mid-height and brace stiffback -to roof diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing -this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014). on this detail. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. -to stiffback with 10d box or gun (0.128' x 3', min.) nails @ 6' o.c. I 101142X4 Blocking nailed to 45° sheathing and 111 each truss IIIT H `1`=_ A — MEM 111 II I 111 =MOM M III NMI IIII MI INIII NMI Ell IIIIIIII MI IIII mom 2X4 DF-L #2 H/2 or better III diagonal brace, ilk Attach each end for 560#. _■ ■ ■ ■ ■ ■ I.1 ■11111111 11`11, ontinuous Bearing — 2x6 #2 Stiffback attached to each E�PROF Stud w/ (4) 10d box or gun (0,123' X 3', min.) nails. ,��F'' FS3, i eWARNDNGr READ AND FOLON HOS ALL NOTES OS DRAVD C, NGINCF O 41 Z REF GE WHALER BoPUe ORTANTFURNISH THIS DRAWING TO ALL CONTRACTORS Q10.UDPIG TIE INSTALLERS (V19575 'y Trusses require extreme care h fabricating hnndlip,shipping,installing and bracing. Refer to and a �! DATE 10/01/14 follow the latest edition of BCSI Guiding Component Safety Information,by TPI and SBCA)for safety 1'' practices prior to performing these functions. Installers shall provide temporaryy Brodnp per BCSL IJMess noted otherwise,top chord shall have properly attached structural shea*dng and ballon dwM (' "- DRWG GABRST101014 r shall have a properly attached rigid celhg, Locations shorn for permanent lateral restraint of webs AFT II I� E shop have brodrp installed per SCSI sections B3,B7 or 810,as applicable. Apply plates to each face IF EG 06/2119 I' I� lu�\v'I of truss and position as shown above and on the Joint Details,unless noted of plate L� Refer to drawings 160A-z for standard plate positions. ^ OREGON Alpha,a dMslon of ITV Building Components Group Inc shall not be responsible for any deviation from V, AN mwCoMPA.NY this dracMg,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,ah¢ping, 1 `1n.2o,f9 _ MAX. TOT. LD. 60 PSF installation 6 bracing of trusses. �OL o W A seal on this drawing gy or cover listing Ues drawhp,itdontes acceptance of profnsbnal far�tr e the NyrespoeuWlty of shorn The ster per and tae of tisk drowhp 13389 Lakefront Drive lfte hiking Designer per ANSI/TPI 1 Sell?. Earth City,MO 63045 For nor*information see this Job's general notes page and these web sites. Renews 6/30/2019 MAX. SPACING ALPINE:wwwalphNtvccnl TPD'motor-story SBCM rrr,sbchdustryargi ICCs wwmJccsafeorp Gable Detail � For Let-in Verticals Gable Truss Plate Sizes AS t lT CO Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. li N °Refer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of 41P411111111111111111%7,411 ` the overlapped plates to span the web. G¢ble © © Le tchl IO Examplen 2X4 °. 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing ty © Member Me>( Endnall mber id111111111 OToe-nail - Or - 1 • 1><1 OO 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 NallyMaximum allowable 'V reinforced gable vertical IOd Common (0.148'x 3.',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, R.id Sheathin. Toenalled Nnlls, specie, and grade of the 'V reinforcing member. 1 10d Common (0.148'x3',min) Toenails at 4' o.c. plus r r 4 Nail �1 I (4) toenails In the top and bottom chords. Member 9Web Length Increase w/ T Brace 'T' Relnf. 'T' •T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Relnforcln ---[ wind load. 2x4 30 20 ASCE 7-05 Gable Detail Drawings Exam le, 2x6 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Win Speed = 120 mph Mean Roof Hght = 30 ft, Kzt = 1.00 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2'ei Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Truss Spaced At ASCE 7-10 6 ASCE 7-16 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' O.C. A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A20015ENC100118, A20015END10011B, A20015PED100118, A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, S18015ENC100118, S20015ENC100118, 520015END100118, S20015PED100118, 511530ENC100118, 512030ENC100118, 514030ENC100118, 516030ENC100118, P �I 4 Nall �1 it S18030ENC100118, S20030ENC100118, 520030END100118, S20030PED100118 Ceiling See appropriate Alpine gable detail for maximum unreinforce.'C �O�FSl length. is VARN NGem READ Arm FM-LEN nv ALL NOTES ON MS DRAVDG C.. NG 1 Kit, �O RoDPOtTNITw.FINNISH THIS DRAVIIK TO ALL COITRACTORS DILLImnIG TIE DISTAL-ERS. r4,i 19575 AN y REF LET-IN VERT Trusses require extreme care Nn fabric ti g,handling,shipping,installing and bracing. Refer to and follow the latest operon of BCSI( fon Component Safety Iah provide, a TPI and Sacn for safety r' DATE 01/02/2018 prior to pticn of these functions, Installerstshell provide temporary�bendrhg per BCSL .;�/ �� Unless noted otherwise,top chord shall have properly attached structural aheatrsrnp and bottom chord DR W G G B L L E T I N 0118 wn shaU have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs � OI� II shall have ndopod insion s w own above end on the Joint of Deg, s,unlesssblo Applyt rwtes to each face ^\II of truss and ss 160n(�/2(]j.9 d u v d. as shown/btve ad on , 7O 310.as e pplate 0 /(jE�jOnJ Refer to drawings 160A-Z for sta.,dord plate positions. Alpine,a diNslon of ITV Building Components Group Inc shall not be respa,sMe for any deviation from b AN MP/COMPANY this drawing,any falhre to bad the truss in conformance with ANSI/TPI 1,or for hnndlkg,shipping, ♦ 0 9 n yg t9 installation n I bracinga of trusses. ' (G MAX. T❑T, LD, 60 PSF A ser on this o-a.bg or cover pape listing this drawing,indent.,acceptance of professional 13723 Riverport Drive for an r.spons�lty,rely for the d.,ax shown The suitability and use of this drawing �L� W• DUR. FAC. ANY Suite 200 Y m'•>Ooh Y OF Bhdd',0 Deslpm,er Der ANSI/TPI I Maryland Heights,MO 63043 For more Information see this Job's general notes page and these web sites. Renews 6/30/2018 ' ALPINE.m.alpneitoconr TPb.ww.tphstorgh SDCA.m.sbc,dustryorgr ICC.mxcsafe.org MAX, SPACING 24.0 e CLR 'Reinforcing vernoer Suostitution T—Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L—Reinforcement: or reinforcement method is desired. L-Reinf. 1 4*% 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. w Alternative reinforcement specified in chart below may be conservative. m/ For minimum alternative reinforcement, re-run design with appropriate JJJJJJ� V reinforcement type. X T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Nii 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 2-2x4(*) 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 reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (310 I Center scab on wide face of web. Apply (1) scab to each face of web. IN ti 4: PROFSSS i osiVARNINGtois READ NID FILLIP./ALL S THIS INSTALLERS. C9� I�,NG,N�F41 OZ TC LL PSF REF CLR Subst, rRTA�"FURNISH THIS DRAWING TO ALL CINTRACTORS (y 19575 y muss..require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and r , TC DL PSF DATE 10/01/14 Mailing the latest edton of SCSI Component Safety Information,by TPI and SBCA)for safety �/ practices prior to performing these functions. Installers shall provide temporary bradng per SCSI. • ,,7 %,,,,, BC DL PSF DRWG BRCLBSUB1014 Unless noted otherwise,top chord shall have properly attached structural shea and bottom chordjoh, y shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1 16� 1 n A n I�^g A 'E shag have braarg Installed par DSI sections 113.a,a7 or D10,as applicable. Apply plates to each face BC LL PSF � I of truss and position as shoe.,above end on the Joint Details,unless noted otherwise. OREGON Refer to drarings 160A-2 for standard plate positions. Alpine,a dvison of ITV Building Conponents Group Inc.shall not be responsible for any devotion from n► o v TOT. LD. PSF AN ITwcbmPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, 9 441.20,190 installation&tracing of trusses. A seal on this drawing or cover poq listing this drawing,bndcates acceptance of professional 'QOM D W.1� scaly for the sloven me s�+ebKlty and un of ues dra.rg DUR, FAC, for any str tiX responaeKKy Dulling Des on r per A:V/TPI I Sec.& 13369La,MDrive For more iofonraton see this pip's general notes page and these web sites' Renews6/30/2019 SPACING Earth City,MOO 83045 ALPIIE wwwal$eltw.cav TPS wn.tphstargl SBC/a woe.sbcidustry.orgl ICO onjccsafearg Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 or. 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace win (1) 2x6 'L' Brace w (2) 2x6 'L' Brace win Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir SPE *1 / 112 Standard *2 Stud CD U S r #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' *3 Stud *3 Standard • O HE Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 8' 10' 9' 5' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' I l Standard 4' 7' 6' 7' 7' 0' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' D. •las Fir-Larch Southern Plnewww #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' ® *3 J SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' litniM Stud #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d cu DFL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B: _U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir SP #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 L Btr L 171' H E Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' *1 HE l Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern PMewww #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' *1 *1 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' *2 *2 VD #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' Q) D rr L Stud 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 Board). ww*For 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B S2 #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ S P E #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' 13 U H E Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. OI Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d P #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. .--R D E L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm r Attach 'L' braces with 10d (0.128'x3.0' min) nails. About It it - it it Ot 31E For (1) 'L' brace, space nails at 2' o.c. �� In IB' end zones and 4' o.c. between zones. Diagonal brace options )1(318-or (2) 'L' bracest space nails nt 3' o.c. vertical length may be T :. In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' ) 'L' bracing must be a minimum of 80X of web brace is used. Connect L TI �V member length. diagonal brace for 335* ' 'L' I e at each end. Max web 'L' at I 4: Gable Vertical Plate Sizes total length Is 14'. `1�- `' a Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3, better diagonal r Greater than 4' 0', but 2X4 Vertical length shown brace, single less than 11' 6' g or double cut 18' e In table above. O ;� ' Greater than 11' 6' 3X4 '�/ 45' (as shown) at / .1._- 1 + Refer to common truss design for 'I' upper end. 11 J 4 ¢ D P III' n peak, splice, and heel plates. / / / / �ontlnuous Bearl •/e• "R G p_ / / Refer to the Building Designer for conditions Connect db.gona at I! �w not addressed by this detail. midpoint of vertical web. Refer to chart above for , 'Medi gth, BM/ARS/MGM READ AND FDLLOV ALL NOTES 01I THIS DRAVDSi N fi 4.weREF ASCE7-10-GAB12015 mPORTANT=FURNISH THIS DRAVING 113ALL=TRACTORS INCLUDING THE INSTALLERS. if ;$714 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and I-, follow the latest edtion of SCSI(Building Component Safety Information,by WI and SBCA)for safety ,.. DATE 10/01/14 practices prior to per-Forming these functions. Installers shall provide temporarybracing p per BCSL linless noted ro otherwise,a top edchord i sial[have properly shownattachedfo structural laterar,g and bottom ebs shall have a properly attached rig ceiling. Locntlw,s sham for pernanen;latero[restraint ai.ebs DRWG A12015ENC101014 _ shall have brndrp installed per I sections B3,B7 or B10,as applicable. Apply plates to each face 02,/06/2019 A L P[�1 Rei is position ns shown above and an;he i owtt Details,unless noted otherwise. .Ings l,Dn-Z far standard plate positions. OREGON Alpine,a division of ITV Building Components Group Inc shall not be responsible for arty deviation iron AN RW COMPANY tHs drawing,anyfailure tobuildthe truss in conformance with ANSI/TPI 1,or for handling,shipping, '9n'em.20,tsab MAX. TOT, LD. 60 PSF installation 6 bracing A seal s y orso n 20listinhisprofessional and e shown. p Designer tyA TPPII 1 Sem�°'�B Earth City,MO 83045 For more information see this Job's general notes page and these web sites, ALPINE,swwalphneltw.coni TPD www.tpinstorgi SSCA,www.sbcbdustry,orgi DCC,www,ccsafe.orp Renewa6/30120 9 MAX, SPACING 24,0' a * Hip Frame DetaRs Hip Frame W4X4, Min, _ B - • MIIIAIIMIIIII=Ill -1-- iiii 24"-� ----------. MI ��• Common • 11/111111• Trusses TYP •11111111111•11, 11111MIE ; W1,5X3 I •MIIIMINIIIIIII r Typ —~ /,'+iiia`. • Stepped Hip • i.UIUIUIIuI\ • System Trusses 2x4 Chords 2x4 Purlins II ,i UiUj eiteiIMM�• 'I itillilliliMs ■I-/II■1■1■1■i■1■1■1■1 �1■ ' Setback �� III Illi 1111 1_I' #1 Hip �I/ i�� __��_�_� Pitched and Sheathed 1��\'��- Chord Area 1jiililiI.. Hip Frame* • / B -. Bottom Chord 1 W3X4, Min. o- Attach hip frame to flat chords of stepped hips at all overlapping points with 2-10d (0.148"x3') W3X4, Min, Hip Frame, 'R' common nails. Bottom chord of hip frame to be attached -to #1 hip with 10d common (0.148'x3') @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of 011inails Hip Frame jacks to maintain pitch continuity. Section B_B * Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better. ------2 • See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit. 1, , Stepped Hip purlins must be intact and properly attached. Setback -� System Trusses I Use this detail fors Hip Frame - provided by truss manufacturer. ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., Enclosed, Exp C, or Hip frame is- designed to provide bracing for flat ASCE 7-100 & ASCE 30' 20 mph, 30' M.H., Enclosed, Exp D, or top chords of hip frame system where Indicated. ASCE 7-05, 110 mph, 30' M.H., Enclosed, Cat II, Exp C, Residential, Wind TC DL=4.2 psf, Kzt-1.00 Structural panels must be properly attached directly To '.Er bp--N- •urlins, WAR)4D READ MO FO LDV ALL KITES ON THIS IRAVMB CII 4— ©Z REF HIP FRAME s.mputTARia FURNISH MIS DRAWING TO ALL CONTRACTORS DCLU IMI TIC DISTALLERS. (V, 19575 , 7 Trusses require extreme care In fabricating.handling,shipping,Installing and brach Refer to and r- �' 54„, DATE 01/02/2018 //��, Polios the latest edition of SCSI(Building Component Safety Information,by WI and MICA)for safety 1111 i pr¢etk no prier to pee. top g these all ave 1petnuer.shoe provide temporary br¢drq per HCSL '1;. �/' ,,�� DRWG HIPFRAME0118 Unless noted otherwise,top chord shall have properly ntt¢dtfo structural Sheathing an bottom chard �,'� ----)\[1 shall have¢properly attached rigid re"; eNkp. Locations Bit. Por permanent Interni te.toe of rebs f 1./ 1 ALPO E o f t have bradng hstnlled per I secn H3,B7 t 810,os¢pplk:nbl.. Apply plates to each Face of truss and po itcri ns shorn above and on the Joint Details,unless noted otherwise. Refer to dro.Yps I60A-z far starxlard dote positions. OREGON Alpb.e,a division of ITV Bildhp Components Group Inc shall not be responsible for any devhtlon from AN RW COMPANY this drorYq any Pa8un to build the truss In canfarronce ai h IWSI/TPI 1,or for handling,shipping, �YC1,20,190 iistadatbn I bracing of trusses. R�`D .�v A:not on this drawing ar cover listing this drawing,ideates acceptancef of professional VV Suite1372Riverport Drive for My sirueture the ynfporu6Blty Of tint Building Designer per NWTPI 1 Sect Suite 200 Maryland Heights,MO 63043 For nor.Information see this Job's general notes page and these web alta. Ranaws 6/30/2019 ALPINE swwulpidtw.comie.conl TPI www.tphst.argl SBC www.sbcbdustryargl ICO mJccsafe.org