Loading...
Report (3) OFFt(k VQPY a v p ao a ) - 00 8 g ‘- VOA WA LSH � CONSTRUCTION CO. APPRO v i 1 BUILDING VALUE I www.walshconstruction.com Submittal Sheet 112211-Terrace Glen Apartments Project: 112211- Spec Section: 06 17 53 Terrace Glen Apartments Submittal: 1 9650 SW Greenburg Road G Revision: 1 Tigard,OR Package: Shop Drawings 97223 Date: 4/11/2022 PDT Submittal Title: Shop-Fabricated Wood Trusses EAST Building(Shop Drawings) Submittal Detail: Please submit the following items: Shop Drawings:Show fabrication and installation details for trusses. 1. Show location,pitch,span,camber,configuration,and spacing for each type of truss required. 2. Indicate sizes,stress grades,and species of lumber. 3. Indicate locations of permanent bracing required to prevent buckling of individual truss members due to design loads. 4. Indicate type,size,material,finish,design values,orientation,and location of metal connector plates. 5. Show splice details and bearing details. Response Due By: 4/25/2022 PDT Walsh Review: 'rchitect Review: C2/ C2K Architecture,Inc. \ Deferred or Delegated-Design Submittal Review Project Name:Terrace Glen Apartments Action: Submittal Package#: Shop Drawings X NO EXCEPTIONS TAKEN REVISE AND RESUBMIT Submittal ID#: 1 MAKE CORRECTIONS NOTED SUBMIT SPECIFIED ITEM(S) Date Submitted:4/11/2022 PDT NOT REVIEWED-KEPT FOR RECORD REJECTED Review is solely to check for conformance with design concept and specified Spec Section:0617 53 performance and design criteria,if any,as expressed in the Contract Documents. Review is not for the purpose of determining the adequacy,accuracy and The review by ("Walsh Construction Co")of the above Submittal is completeness of the design,dimensions,quantities,or design services. subject to the Contract Documents and Shall not relieve the C2K Architecture,Inc.relies upon the services,certifications,or approvals of the delegated-design professionals responsible for the delegated-design submittal. Subcontractor/Supplier from any of its obligations under the agreement Submittal corrections or comments do not relieve the Contractor of its obligation to with Walsh nor give rise to any claim in favor of the Subcontractor/Supplier comply with the requirements of the Contract Documents. or third parties against Walsh or Owner. Processed By: kgrant Date: 04/19/2022 By: WCC Review •ther Review: ^ Notes: DEFERRED SUBMITTAL REVIEW(THIRD PARTY) No exception taken Make corrections noted ❑ Rejected ❑ Revise and re-submit 0 Submit specified item 0 The documents contained herein have been reviewed by this office for general conformance with the design loading and for interaction of components with the primary structure. Kramer Gehlen and Associates,Inc. Consulting Structural Engineers Date 04/19/2022 By CH WALSH CONSTRUCTION CO. PORTLAND: 2905 SW First Avenue • Portland. OR 97201 • (503)222-4375 • Fax: (503)274-7676 • ORCCB147267 SEATTLE: 315 Fifth Ave.S.Suite 600 • Seattle,WA 98104 • (206)547-4008 • Fax:(206)547-3804 • WALSHCC990D1 TACOMA: 301 S 28th Street • Tacoma.WA 98402 • (253)572-4245 • Fax:(206)547-3804 • WALSHCC99OD1 Page 1 of 194 .,•. - •,•.• ,.�. .•.•... .••,-. ,•. •••+tlf1YiYIlYiY1YYWNd .. .,.t. x. ,,, .i�sueuss..x.uses.uw.ucaasoessuxusr ar x new,. Ast. 111 ► AT/ WA L S H "'�""" CONSTRUCTION CO. BUILDING VALUE 1 www.walshconstruction.com Submittal Sheet 112211-Terrace Glen Apartments WALSH CONSTRUCTION CO. PORTLAND: 2905 SW First Avenue • Portland,OR 97201 • (503)222-4375 • Fax: (503)274-7676 • ORCCB147267 SEATTLE: 315 Fifth Ave.S.Suite 600 • Seattle,WA 98104 • (206)547-4008 • Fax:(206)547-3804 • WALSHCC99OD1 TACOMA: 301 S 28th Street • Tacoma,WA 98402 • (253)572-4245 • Fax:(206)547-3804 • WALSHCC99OD1 Page 2 of 194 .., E3 E4 E8 E9 Eli E12 E14 EIS E17 E19 E20 E22 _ ill ER uuuuuuu.uuuu.uuuu..uu-1uuw :- i8duuuuuuUiliai.l.ii iif CR E2 ■ ■aNue muss' _�•ii.mu I. istur. -111 me11111111111111111111.i., all jfi \ CB EB - - _ '� 1 N. EE __ I ITIIIIINIIII i li»>z ....../A' EE O 1 +- Q) iiillllIii41mIII 6 t a Cn O U low 1I�! a ZW_0 e� r i t EF—\ : !7mil #" !t 'i iiAi�'�. E f7 ' • . hillr 1 :. , _._a ' " 7—EF O Q1 m EG �� ����� ! 2 i -�nC n- i Inn UI _ .:. n,^ra.s•.: 11 r ill li 9 ! :''. "-°i_i_q :: : '.T':: :` ;4 , CC r C EI r `'` iiik x, :' }iiiiii 0— L� Z CD O LD O E22 J N3J El E2 E3 ES E6 E7 E10 E13 EIS E18 E21 CC U Cn W W C3 CL CD L O I LCDU H QJ(D - I--I---CD .L ..•CO •: 0) U(n1) E C0 W DEFERRED SUBMITTAL REVIEW (THIRD PARTY) ° a ID +-00 (1) CD 0 c No exception taken 0 Make corrections noted 0 D (L CT) U Rejected Cl Revise and re-submit El0) 0 Submit specified item 0 ' The documents contained herein have been reviewed by this J 0 B NO office for general conformance with the design loading and for interaction of components with the primary structure. 0 122135 Kramer Gehlen and Associates, Inc. Consulting Structural Engineers PAGE N0 Date 04/19/2022 By CH 1 OF 1 Page 3 of 194 RO A 02.eGpNE��SS�O Alpine,an ITW Company 0F. 155 Harlem Ave 19575 r. North Building,4th Floor Glenview, IL 60025 ALPINE Phone:(800)877-3678(916)387-0116 AN 11 W COMPANY 04/04/2022 1 Fax:(916)387-1110 ni OREGON sacseals@itwbcg.com �'O& W•s" ' Renews 6130/2023 • b"�S�Yl 5 5kf9 �h ZY� b"i�€�' Customer: Truss Components of Oregon,Inc. Job Number: 0122135 Job Description: Terrace Glen East Address: 9660 SW Greenburg,TIGARD,OR •. .., a fix- r. Design Code: IBC 2018 fnteltiVIEW Version: 21.02.00B through 22.01.00 JRef#: 1Xef71750002 Wind Standard: ASCE 7-16 Wind Speed(mph): 98 Design Loading(psf): 49.00 Building Type: Closed This package contains general notes pages,169 truss drawing(s)and 4 detail(s). a 1 094.22.1515.44327 A 2 094.22.1515.57030 Al 3 094.22.0830.06849 A2 4 094.22.0830.03245 A3 5 094.22.0830.07192 AGR 6 094.22.0830.02902 B 7 094.22.0830.06631 B1 8 094.22.0830.04838 B2 9 094.22.0830.07068 BGR 10 094.22.0830.07006 BGR1 11 094.22.0830.03792 C 12 094.22.0830.02700 Cl 13 094.22.0830.07380 C2 14 094.22.0830.07880 C3 15 094.22.0830.03589 C4 16 094.22.1542.21383 CDS 17 094.22.0830.03136 CDS1 18 094.22.0830.07131 CGE 19 094.22.1518.06750 CGR 20 094.22.1518.29373 CGR1 21 094.22.1518.38917 CGR2 22 094.22.0830.06865 CCAP 23 094.22.0830.07224 C3CAP 24 094.22.0830.02762 C4CAP 25 094.22.0830.03357 CGECAP 26 094.22.0830.06179 CGE1 27 094.22.0830.06055 D 28 094.22.0830.02934 D1 29 094.22.0830.02981 D2 30 094.22.0830.02842 D3 31 094.22.1534.50557 DDS 32 094.22.0830.05679 DDS1 33 094.22.0830.06771 DDS2 34 094.22.1535.31283 DDS3 35 094.22.1535.50113 DDS4 36 094.22.0830.06163 DDS5 37 094.22.1536.03680 DDS6 38 094.22.0830.06117 DDS7 39 094.22.0830.06225 DDS8 40 094.22.0830.04181 DDS9 41 094.22.0830.07022 DDS10 42 094.22.0830.03699 DDS11 43 094.22.0830.04415 DGR 44 094.22.1536.13850 DGR1 45 094.22.1536.21577 DGR2 46 094.22.0830.02653 DGR3 47 094.22.0830.03214 DGR4 48 094.22.0830.07334 E 49 094.22.0830.07364 El 50 094.22.0830.04759 E2 C�� GPN��FSS'�O Alpine,an ITW Company (�, RO 04 155 Harlem Ave 19575 �. � North Building,4th Floor Glenview, IL 60025 , ' A LPI \�COWAN� Phone:(800)877-3678(916)387-0116 IIW04/04/2022 I Fax:(916)387-1110 OREGON J sacseals@itwbcg.com ,9 "an.20,199- V.R0LD wN4 Renews 613012023 Site Information: Page 2: Customer: Truss Components of Oregon, Inc. Job Number: 0122135 Job Description: Terrace Glen East Address: 9660 SW Greenburg,TIGARD.OR Item Drawing Number Truss Item Drawing Number Truss 51 094.22.0830.06974 E3 52 094.22.0830.03652 E4 53 094.22.0830.06880 E5 54 094.22.0830.02295 E6 55 094.22.0830.06490 E7 56 094.22.0830.03979 E8 57 094.22.0830.07256 EDS 58 094.22.0830.03293 EDS1 59 094.22.0830.06943 EDS2 60 094.22.0830.04072 EGE 61 094.22.0830.04478 EGE1 62 094.22.0830.03184 EGR 63 094.22.0830.05507 EGR1 64 094.22.1536.39843 EGR2 65 094.22.1536.46883 EGR3 66 094.22.0830.07365 ECAP 67 094.22.0830.06009 ECAP1 68 094.22.0830.06399 EDSCAP 69 094.22.0830.06584 EGECAP 70 094.22.0830.02684 EGRCAP 71 094.22.0830.07177 HGR 72 094.22.0830.07052 HGR1 73 094.22.0830.07099 HGR2 74 094.22.0830.06056 J 75 094.22.0830.05539 J1 76 094.22.0830.06256 J2 77 094.22.0830.03511 J3 78 094.22.0830.03059 J4 79 094.22.0830.06724 J5 80 094.22.0830.02793 J6 81 094.22.0830.04556 J7 82 094.22.0830.02387 J8 83 094.22.0830.06101 J9 84 094.22.0830.03434 J10 85 094.22.0830.03152 J11 86 094.22.0830.06085 J12 87 094.22.0830.05273 J13 88 094.22.0830.06444 J14 89 094.22.0830.03465 J15 90 094.22.0830.03558 J16 91 094.22.0830.02841 J17 92 094.22.0830.03089 J18 93 094.22.0830.06586 BP 94 094.22.0830.05866 BP1 95 094.22.0830.06381 BP2 96 094.22.0830.02746 BP3 97 094.22.0830.04681 BP4 98 094.22.0830.04353 BP5 99 094.22.0830.06335 BP6 100 094.22.0830.06820 BP7 101 094.22.0830.03356 BP8 102 094.22.0830.05195 BP9 103 094.22.0830.04369 BP10 104 094.22.0830,03761 BP11 105 094.22.0830.04837 BP12 106 094.22.0830.03682 BP13 107 094.22.0830.06272 BP14 108 094.22.0830.06694 BP15 109 094.22.0830.06008 BP16 110 094.22.0830.03262 BP17 111 094.22.0830.06678 BP18 112 094.22.0830.03417 BP19 113 094.22.0830.06397 BP20 114 094.22.0830.02341 BP21 115 094.22.0830.03043 BP22 116 094.22.0830.06133 BP23 ��EO PROSFS�, i Alpine,an ITV/Company sc.?' G NB O 0 19575 �� y 155 Harlem Ave North Building,4th Floor r " C Glenview,IL 60025 A LPhN h,NG Phone:(800)877-3678(916)387-0116 N El W CO 04/04/2022 r Fax:(916)387-1110 OREGON 0 .4 sacseals@itwbcg.com .9' O�D Wg N• �1?` 41 Renews 6/30/2023 Customer: Truss Components of Oregon,Inc. Job Number: 0122135 Job Description: Terrace Glen East Address: 9660 SW Greenburg,TIGARD,OR 117 094.22.0830.03730 BP24 118 094.22.0830.06927 BP26 119 094.22.0830.06446 BP27 120 094.22.0830.03448 BP28 121 094.22.0830.02933 BP29 122 094.22.0830.02342 BP33 123 094.22.0830.06632 BP34 124 094.22.0830.03527 BP35 125 094.22.0830.02356 BP36 126 094.22.0830.06195 BP37 127 094.22.0830.02344 BP38 128 094.22.1537.10290 IBP 129 094.22.1537.12687 IBP1 130 094.22.1537.15160 IBP2 131 094.22.1537.17597 IBP3 132 094.22.1537.20203 IBP4 133 094.22.1537.22647 IBPS 134 094.22.1537.25140 IBP6 135 094.22.1537.29630 IBP7 136 094.22.1537.32000 IBP8 137 094.22.1537.34403 IBP9 138 094.22.1537.36820 IBP10 139 094.22.1537.39470 IBP11 140 094.22.1537.42033 IBP12 141 094.22.0830.03620 IBP13 142 094.22.0830.06506 IBP14 143 094.22.0830.05742 IBP15 144 094.22.0830.06818 IBP16 145 094.22.0830.05945 IBP17 146 094.22.0830.03044 IBP18 147 094.22.1537.44657 IBP19 148 094.22.1537.47383 IBP20 149 094.22.0830.07395 IBP21 150 094.22.1537.50130 IBP22 151 094.22.1537.53080 IBP23 152 094.22.1538.12863 (BP24 153 094.22.0830.06226 IBP25 154 094.22.0830.05944 (BP26 155 094.22.0830.02966 (8P27 156 094.22.0830.06289 (BP28 157 094.22.0830.06757 (BP29 158 094.22.0830.02388 IBP30 159 094.22.1538.15687 IBP31 160 094.22.1538.18117 IBP32 161 094.22.1538.20607 (8P33 162 094.22.1538.23273 (8P34 163 094.22.1538.25753 (BP35 164 094.22.1538.28117 (BP36 165 094.22.1538.30483 (8P37 166 094.22.1538.33003 (BP38 167 094.22.1538.35513 IBP39 168 094.22.1538.38040 IBP40 169 094.22.0830.02343 FG 170 A20030ENC160118 171 BRCLBSUB0119 172 GBLLETIN0118 173 PB115160118 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 AWC. 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. Fire Retardant Treated Lumber: Fire retardant treated lumber must be properly re-dried and maintained below 19% or less moisture level through all stages of construction and usage. Fire retardant treated lumber may be more brittle than untreated lumber. Special handling care must be taken to prevent breakage during all handling activities. Page 1 of 3 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. CL= Certified lumber. Des Ld = total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. FRT= Fire Retardant Treated lumber. FRT-DB = D-Blaze Fire Retardant Treated lumber. FRT-DC = Dricon Fire Retardant Treated lumber. FRT-FP = FirePRO Fire Retardant Treated lumber. FRT-FL = FlamePRO Fire Retardant Treated lumber. FRT-FT= FlameTech Fire Retardant Treated lumber. FRT-PG = PYRO-GUARD Fire Retardant Treated lumber. g = green lumber. 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. lc = Incised lumber. FJ = Finger Jointed lumber. 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 vertical Deflection due to creep, 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(CTL) = maximum Vertical panel point deflection ratios due to Live Load and Creep Component of Dead Load, and maximum long term Vertical panel point deflection in inches due to Total load, including creep adjustment. 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. Page 2 of 3 References: 1. AWC: American Wood Council; 222 Catoctin Circle SE, Suite 201; Leesburg, VA 20175;www.awc.orq. 2. ICC: International Code Council;www.iccsafe.orq. 3. Alpine, a division of ITW Building Components Group Inc.: 155 Harlem Ave, North Building, 4th Floor, Glenview, IL 60025; www.alpineitw.com. 4. TPI: Truss Plate Institute, 2670 Crain Highway, Suite 203, Waldorf, MD 20601;www.tpinst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719; www.sbcacomponents.com. Page 3 of 3 SEQN:277667 HIPS Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1 Xef71750002 T157 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1515.44327 Truss Label: A BFR / GWH 04/04/2022 4'9" 10'6'14 16'4"12 21'11'7 27'6"2 33'4' 39'1'14 43'10"14 4'9" 5'9"14 5'9'14 5'691 I 5'6'11 5'9'14 ` 5'9"14 I- 4'9' =5E 1111.5EX4 =5X7 12 5 J P.p5 ��i \\� �� -i3X5 \\ i H �\ / a5X7 '%�J a) \\ (a) �/ 5X7� iro 3 ns / ``�\ •\ //i '3X5 /j A co 7 ``-- .,W3 \\ �f W12 W1�� &��,Kt .I in A LI u_T ��� \\// .i .'ice I ( .1 .. 1113X7(E5) W1 gl .__ ............_..... ���OOO i i 1 .__._..._G__._..-. ��_._..._............._._ 1113X7(E5)._t.. 7--tor W V IIH.5 3X5 82 -4lin X5 H05508 =3 Ct X7 B3 =4X8 w3X5 IIN.5X4 1113X5 II13X5 =4X8 =3X5 I- 3'5'8_19 34'9"2- 1 4'513--{ 3 7`4 5'9"6 1 1- I 5'l0"6 3'4'2 2 6 1 5 10"3 5'10"6 596 I 4 5'8 " +- I 374 10'2'14 1614 1956 21117 2T910 338 39'5"6 43'10 "14 L_1 "4 4'"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.081 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.148 J 236 240 W 42 /-320 /- /14 /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.028 B - - U 2725 I- I- /- /126 I- EXP:B Kzt:NA Des Ld: 49.00 •HORZ(TL): 0.061 B - - M 2339 /- /- /- /94 /- Mean Height:45.33 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.783 W Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h12 TPI Std: 2014 Max BC CSI: 0.954 U Brg Wid=5.5 Min Req=2.5(Truss) RepFac:Varies byLd Case Max Web CSI: 0.956 M Brg Wid=5.5 Min Req=2.5(Truss) Spacing:24.0" C&C Dist a:3.60 ft Bearings W, Loc.from endwall:Any FT/RT:4(0)/4(0) listed M are a rigidsurface. Members not GCpi:0.18 Plate Type(s): have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.0013.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B-C 399 -28 G-H 89 -1993 Top chord 2x4 DF-L#2 Negative reaction(s)of-320#MAX.from a non-wind C-D 89-1959 H-I 75 -1705 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS; load case requires uplift connection.See Maximum D-E 99-2179 I-J 478 -20 B3 2x6 DF-L#2; Reactions. E-F 84-2046 J-K 381 -23 Webs 2x4 HF#2 W1,W4,W12,W13 2x4 HF Standard+ F-G 84 -2046 HF Stud;W3 2x4 DF-L Standard+DF-L Stud; Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Rt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on S-R 1759 73 P-O 1766 72 member. R-Q 1926 -80 0-N 1527 -60 Q-P 1926 -80 Special Loads ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(Ibs) TC:From 80 plf at -3.46 to 80 plf at 40.45 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at -3.46 to 20 plf at 40.45 BC: 184 lb Conc.Load at 5.06,9.06,13.06 T-U 155-2331 F-P 73 -497 T-C 152-2407 P-G 568 -21 Loading C-S 2117 -88 O-H 417 -35 Truss checked for 500#dead movable load along S-D 84 -769 H-N 90 863 Bottom Chord,between 1-0-0 to 35-11-14, ,et PROF, D-R 381 -75 N-I 1890 -67 non-concurrent with any other live loads. .(� S's R-E 473 -43 I-L 131 -9224 Purlins Ott NkG I N FF,Q �0, E-P 427 -96 L-M 114 -2285 G., 19575 7r In lieu of structural panels use purlins to brace all flat .� TC @ 24"oc. Wind OREGON DEFERRED 8Ua4eTTAI.REVIEW 0,11RO PARTE Wind loads and reactions based on MWFRS. GI � .t • Wind loading based on both gable and hip roof types. a" zo,199 Q'q-OLD W.Ns" a Renews 6/3012023 Gobs HI,q Structural EngV,.on. **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)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral resraint of webs shall have bracing installed per BCSI sections E13,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. 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 ITN CCAAVAI, truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 VIIIIININNIIIIIIIIMWAVIIIIIMbet SEQN:277669 HIPS Ply: 1 Job Number: 0122135 Cost:R7175 JRef:1Xef71750002 1-21 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1515.57030 Truss Label: Al BFR / GWH 04/04/2022 - I 4'9" 1 9'2"2 I 11'6"p4 18'492 I 21'11"7I 296"2 31'11" I4" 39'1"14 43'10'14 4'9' 4'5"2 24"1 6'9'14 3611 3'6"11 6'4'14 �5++ 6914 I 4'9' =5X7 III1.5X4 =5X7 F G H T -�•�-- 3X5 3X5 6 p 3E 5 j \\` �/ ���...I J 3X5 /, \1 1� D `� (a) lrl •�` 05X7 �� 4\ \\!(a) Ito) fi(a)r �� 4X8 a // \ . T r3 g5 i/=�?•.- / \X\ ��\ �/l (a)J \`,`` 3X5 •.;"›``. \\ \\ // /� W12 / M .`�.. _i IIi3x7(55) Wi x V lit it 3X7(E5) 1111. 4n B2 U T S R 0 83 P OUN =3X5 =4X8 =3X5 5X7 =3X7 =3X5 =3X10 1113X5 X5 III1.5X4 ill 3X5 I--3'5"8 49 34'9'2 A 4'5'8-•( I 3'7"4 6'9"6 6'10"6 I 1'4f"2 i 3'10'3 , 6'11"6 I 6'8"6 { 2 4'5"8" 374 11''14 18'1"4 19'5"6 25'9"10' 32'9" 39'5"6 43'1014 1 4 2'6"1I 4''8 I 21'11'7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.074 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.147 L 238 240 y 33 /-402 /- /11 /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 B - - W 2757 /- /- /- /123 /- Des Ld: 49.00 EXP:B Kzt:NA •HORZ(TL): 0.058 B - - 0 2338 /- /- /- /96 /- Mean Height:45.75 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.877 Y Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.993 W Brg Wid=5.5 Min Req= 2.6(Truss) Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.644 0 Brg Wid=5.5 Min Req= 2.5(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings Y,W,&0 are a rigid surface. GCpi:endall: Plate :4(0)/ ): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes B-C 396 -27 H-I 91 -1966 Top chord 2x4 DF-L#2 Negative reaction(s)of-402#MAX.from a non-wind C-D 99-2110 I-J 93 -1980 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS; load case requires uplift connection.See Maximum D-E 77-1971 J-K 83 -1845 B3 2x6 DF-L#2; Reactions. E-F 100-2103 K-L 476 -18 Webs 2x4HF#2W1,W4,W122x4HF Standard+ F-G 76-1828 L-M 378 -33 HF Stud; G-H 76-1828 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Rt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Bracing Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on member. U-T 1877 -80 R-Q 1728 -72 T-S 1831 -77 Q-P 1638 -66 Special Loads S-R 1831 -77 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 80 plf at -3.46 to 80 plf at 40.45 Maximum Web Forces Per Ply(lbs) BC:From 20 plf at -3.46 to 20 plf at 40.45 Webs Tens.Comp. Webs Tens. Comp. BC: 84 lb Conc.Load at 5.06,9.06,13.06 V-W 161 -2318 H-Q 458 -70 Loading V-C 157-2393 J-P 98 -745 Truss checked for 500#dead movable load along C-U 2176 -92 P-K 1946 -69 Bottom Chord,between 1-0-0 to 35-11-14, pep PROp� U-E 87 -569 K-N 136 -2218 non-concurrent with any other live loads. ,��G Ss T-F 615 0 N-O 118 -2277 �5 N(3tN(c; �O R-H 430 -116 Purlins kt0 • 19575 '' y In lieu of structural panels use purlins to brace all flat fir, TC@24"oc. e< Wind of 5MEG SOBN ttA.4EY*W(THins NARtYi OREGON Wind loads and reactions based on MWFRS. min. e s of Wind loading based on both gable and hip roof types. 'T 4n,20,019- Q' -OLD w"N� Nr mmfHM*n rnr Awn:4w,Irs Renews 5/30/2023 consusig stroca.a Engi"u.•rs **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporaryi (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached 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 53,B7 or B10, .0011161/4.. as applicable. AppTy plates to each face of russ and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A y truss in conformance with ANSUT PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enaineenng responsibility solelyTor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:259789 I HIPS Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T22 I FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06849 Truss Label: A2 BFR / GWH 04/04/2022 2'1'1? 7'3"12 12'7"8 1T11'4 2110"10 26'4'6 31'8'2 36'9'2 35'11"14 21'1 }- '° '" i 5'2' 5312 5312 3'1"6 i 5'3'12 -' 5'3°12 61' 12 -5 -_5X5 12 r3 i' E5 � '/ ��,„.3X5 5 1 " \ �,,s Or fkI1.5X4 w I �s', a (a) '// Bc �7 `(a) \ (a) \\ N1 / 1111.5 K A- (a) \\ /; /// N o— T -3X5 ,.\W3I//1. s\\ // \\\ // to g B 1 T �`, \ i/ !! W 13 Zvi 1 1113X7(E5) •''rll '['r % `• , - ll W1 i) 1114X8 =3X5 =3X5 P =3X7 -3X5 ii14X8 =4X5 1-2' 1 34'11"14 1 2' 7'11"10 7'8"2 1'4"�' 7'9"14 TT2 i 2' H9'11"10 I 177'12 18'11"14 1-1 29'0'4 38'7"6 2'2"8 8 I" 21'24 3H'1114 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.057 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.090 Q 999 240 S 1974 1- I- /1004 /73 /69 BCDL: 10.00 Risk Category:it Snow Duration:1.15 HORZ(LL): 0.020 M - - L 1737 /- /- /877 R5 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:46.68 ft HORZ(TL): 0.040 M - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 S Brg Wid=5.5 Min Req=2.1(Truss) TCDL:6.0 psi L BrgWid=- Min Soffit: 2.00 IBC 2018 Max TC CSI: 0.380 Req=- BCDL:4.2 psf Bearing S is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.777 Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.592 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 D-E 727-1742 G-H 270 -1726 Lumber E-F 267-1722 H-I 221 -1804 F-G 272-1515 Top chord 2x4 DF-L#2 Bot chord 2x6 DF-L SS B1 2x4 DF-L#2; Webs 2x4 HF#2 W 1,W3,W 11,W 13 2x4 HF Standard+ Maximum Bot Chord Forces Per Ply(Ibs) HF Stud; Chords Tens.Comp. Chords Tens. Comp. Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' S-R 1321 -136 P-O 1506 -93 Bracing R-Q 1624 -138 O-N 1655 -117 (a)Continuous lateral restraint equally spaced on Q P 1506 93 N-M 1407 116 member. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-T 93 -379 Q-F 607 -23 Truss checked for 500#dead movable load along T-S 104 -668 N-I 470 0 Bottom Chord,between 0-0-0 to 34-11-14, S-D 151 -2026 I-M 167 -2037 non-concurrent with any other live loads. D-R 513 0 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. EO PROF�S. Wind '(C Wind loads based on MWFRS with additional C&C (' �GtNF�- p1. y member design. to ' 19575 y, Right end vertical not exposed to wind pressure. /' Wind loading based on both gable and hip roof types. �`! 'o ' 140" OREGON r/ PERMED sue*unn.aewawY iRc+Rrr. R°LDW°k� Renews 673072023 a gas%ix. , cbasunrg sm,w,ra tagi..ns **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fOr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MY CbsVNkv truss in conformance with ANSI/1-P! 1, or for handlin shipping,,installation and bracingof trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259791 I COMN Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:IXef71750002 T8 / FROM:MG Qty: 9 Terrace Glen East DrwNo: 094.22.0830.03245 Truss Label: A3 BFR / GWH 04/04/2022 to 5X5 G i �` ar 3X5 i \\., n3X5 12 =3X5 ,F—' H m X5 �/% // \\\ ,,,'/ 1\\\ O5X5 \ \ 1 c 33X55X4 /% J ' Ill) \\\\ /ii \\ \\\�\ .o3X��/ \\� tat 1/ \\\�+3) (a)�� •\\(a) Wor�/ \`� �.11�7.5J K T! Al. - (a)/ \'\ i \\\\ ///� �'\\ !7� ‘.�(a) ��.. T N /�-- WI ,,, '\W 3/1� \\\\\ /,' \\\ // yr rn Bi 8 \' r/ \'\\\ i/ \\ ,, \ W11 H III3X7(E5) \ / \'\ ii �// 1 \\L4 III Cf -. j.ill III4XX88 =3X5 =3X7 =5X5 =3X5 1114X8 I--2' j 34'11'14 1 7 8'9" 8'9' 789 6'295 8'4"8 7 I 10'9' 19'5'15 I 22' i- 28'2•15 I 36'7"6 t3181 1'14 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.060 P 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.091 P 999 240 R 1974 /- 1- /1002 /73 /75 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 D - - L 1737 /- I- /881 /75 /- EXP:B Kzt:NA HORZ TL 0.041 D - - Wind reactions based on MWFRS Des Ld: 49.00 Mean Height:47.00 ft ( ) NCBCLL: 0.00 Building Code: Creep Factor:2.0 R Brg Wid=5.5 Min Req= 2.1(Truss) TCDL:6.0 psf L Brg Wid=- Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.465 TPI Std: 2014 Max BC CSI: 0.871 Bearing R is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.50 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.675 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 D-E 212-1787 G-H 263 -1648 Lumber E-F 218-1649 H-I 224 -1842 F-G 260-1649 Top chord 2x4 DF-L#2 Bot chord 2x6 DF-L SS B1 2x4 DF-L#2; Webs 2x4 HF#2 W1,W3,W9,W11 2x4 HF Standard+ Maximum Bot Chord Forces Per Ply(Ibs) HF Stud; Chords Tens.Comp. Chords Tens. Comp. Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' R-Q 1387 -132 O-N 1650 -106 Bracing 0-P 1624 -120 N-M 1468 -117 (a)Continuous lateral restraint equally spaced on P-O 1650 -106 member. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-S 98 -401 G-P 765 -69 Truss checked for 500#dead movable load along S-R 108 -675 P-H 95 -424 Bottom Chord,between 0-0-0 to 34-11-14, R-D 146-2048 N-I 416 0 non-concurrent with any other live loads. D-Q 456 0 I-M 164 -2061 F-P 97 -397 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ���>GD PROFESS Wind loading based on both gable and hip roof types. *E5 , G t 11 E . /0, O to 19575 7 (t`IJ i OREGON o@'ERREosum IM.,REvv.W itIliftb PAATV1 1,6`4n.20,194- (�P .. ■ OLD W. " , ,.ix Renews 6730/2023 Kramer OMMn Ltd A.m....Inc. Cnn. tiny EtnItturtl£npi".a,s **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,handl!n shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracingq installed per BCSI sections B3,B7_ or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg__Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN YCCMV. truss in conformance with ANSI/I-PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing, indicates acceptance of professional engtneenng responsibility solely-or the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento.CA 95826 SEQN:272132/ HIPS Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T9 / FROM:MG ' Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07192 Page 1 of 2 Truss Label: AGR / GWH 04/04/2022 i 5 ; 2 Complete Trusses Required 4'9" 9'6"14 14'4'12 19'4"10 24'4"8 29'6"2 34'4" 39'1"14 43'10'14 ."__..__....4;9;;_.......... ........__....4.9.14._"'..._.._........45"14..... .....-----4'11.14�"......_....._..4,11"14'"--.._...._....51q10_...,,,�.,_..............4'9"t4 I ---39'1"1_..+__.........4.9._---"{ 5E III1.5X4 '•.u•5X7 P G H 5 J� %4X5 /�' \ a ' . -�'�\ uu4X5 D // /// `\�I c 1,5X7 //� .. \\ //W9;i W1� �� �`` "5X7 r // / // �1 in _ 1.. III3X7(E5) Y X� -v _____ .__....._..........m.....................-th-- 6 .. - 1113X7(E5)._� U B2 T S R 0 B3 P 0 ial 1.5X4 = u 4X8 III4X12 4X8 ="'6X6 u..4X5 .n4X8 lll3X10 1I1111.5X4 H 3 5"8 42"11 34'9"2 1 4'5"8--I 4'5"8 I 4'9"6 I 4'10"6 + 5'3"6 _I 2'0"12 5'1"10 4'10"6 4'9"6 4'5"8 4'5-8 9'2"14 14'1"4 19'4'10 21'S 6 F 29'9"10 34'8" I --39'5"6 43'10'141 3'2'10 (- 24'8" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in lac L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.111 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.219 F 999 240 Y 73 /-594 /- /93 /- /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.028 E - - W 5746 /- /- I- /603 /- Des Ld: 49.00 EXP:B Kzt:NA -.__...._..._.._._..................._._..._......_.........._.........HORZ(TL): 0.056 E - - N 4406 I- /- /- /473 /- Mean Height:44.92 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.372 Y Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.532 W Brg Wid=5.5 Min Req=2.7(Truss) Spacing:24.0" C&C Dist a:3.60 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.835 N Brg Wid=5.5 Min Req=2.3(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings Y,W,&N are a rigid surface. GCpi:endall: Plate Type(s): _ Members not listed have forces less than 375# ------ Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading C-D 220-1997 G-H 386 -2932 Top chord 2x4 DF-L#2 Truss checked for 500#dead movable load along D-E 334-2936 H-I 316 -2447 Bot chord 2x4 DF-L#2 B2,83 2x8 DF-L#2; Bottom Chord,between 1-0-0 to 35-11-14, E-F 394-3108 I-J 215 -1725 Webs 2x4:HF Standard+HF Stud:W3,W7,W9,W11, non-concurrent with any other live loads. F-G 393-3108 W15 2x4 HF#2; Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937'Purlins Rt Slider:2x4 HF Standard+HF Stud;block length= 1.938'In lieu of structural panels use purlins to brace all flat Maximum Bot Chord Forces Per Ply(Ibs) TC @ 24"oc. Chords Tens.Comp. Chords Tens. Comp. Nailnote Nail Schedule:0.120"x3",min.nails Wind U-T 1869 -206 R-Q 2946 387 Top Chord:1 Row @12.00"o.c. T-S 2673 -305 Q-P 2243 -289 Bot Chord:1 Row @ 6.50"o.c. Wind loads and reactions based on MWFRS. S-R 2946 -387 P-0 1605 200 Webs :1 Row @ 4"o.c. Wind loading based on both gable and hip roof types. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(ibs) in each row to avoid splitting. Webs Tens.Comp, Webs Tens. Comp. Special Loads V-W 266-2368 Q-H 1248 -175 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) V-C 262-2391 P-I 964 -133 TC:From 80 plf at -3.46 to 80 plf at 10.94 C-U 2284 -243 I-O 167 -1175 TC:From 40 plf at 10.94 to 40 plf at 26.05 U-D 186-1474 O-J 2005 -233 TC:From 80 plf at 26.05 to 80 plf at 40.45 D-T 1253 -151 J-M 251 -2137 BC:From 20 BC:From 10 plf at 10.95 to 10 lf at -3.46 to 20 pif at 26.07 ��lf at 10.95 �EO . S.S",� E-S 773 -156 M-N 243 -2168 BC:From 20 plf at 26.07 to 20 plf at 40.45 *.� CMG I N E - �O BC:2210 lb Conc.Load at 10.95 to • 19875 7 BC: 446 lb Conc.Load at 13.00,15.00,17.00,18.49 r , 19.99,21.99,23.99 BC: 583 lb Conc.Load at 26.07 AP"J'''" O Plating Notes OREGON DEMOIEDsusnrta..REv,£wttrrwor,cr3n: All plates are 3X5 except as noted. '9 a,,,20,199- Q �. "-OLD W•N� Renews 8/30/2023 •. Kra"nr fiehlms ould n,,n,,,o.In, C6nsuit3ng utr;,ctursi£.g.,,,rs "'*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 ComeSus OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shalt have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,87 or 810, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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�,, *,,y truss in conformance with ANSIf7 PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10-i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:272132 / HIPS Ply: 2 Job Number: 0122135 Cunt:R 7175 JRef:1Xef71750002 T9 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07192 Page 2 of 2 Truss Label: AGR / GWH 04/04/2022 Additional Notes Negative reaction(s)of-594#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. 0 PROpFss g� G t I . 'O �. 19575 � 9 O REGO N DEFERRED.16an.AL REvew.xiiuD PARIVi Q en.20,1g9Q' 'roc o w Renews 6/30/2023 .w-..Ra,nor a.d*M,a a.snel..a.in... Can.vRing SU:rcWal Eng.R¢ars **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components ot 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)f safetyP practices pnor to performing these functions. Installers shall provide temporary (503)357-2115 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 610, as applicable. Apply plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for stndard plate positions.Refer to job's General Notes page for additional information. 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 ANSIfi Pl 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely'Tor 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259829/ HIPM Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T23 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02902 Truss Label: 8 BFR / GWH 04/04/2022 2'5'13 7'3'11 121"9 17111 22'1'13 2f6"5 2'5"13 i 4'9'14 ( 4'994 I 5'0"2 ( 5'0"2 4'8 r4E5 1111,5FX4 —4X5 GH /,-SI .. T \ / 5 12 s3X5 \\\ / f� of l' \�\ q . -' \� \ \ i/ I 11I3X7(E5)B1 P 0 A . / N - N M L K IJ =3X5 =3X5 =3X5 =3X5 =4X8 III3X5 1112X4 27 5_,it,.._____ ..._.__._......_..._ �.4._�...._.__..._......._..___ �._..__........._._.._...i 22°5 49"14 ._....._-_-4'9'14 1'39? 3'1194 _ 5'194 2'2"5 (_ 7'0"3 i 11'109 13'1 3 T_mm 17'1'11 i 22'3•9 —I 5 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSt Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.023 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 M 999 240 p 1257 /- /- /667 /15 /127 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 D - - I 1005 /- I- /495 /72 /- Des Ld: 49.00 EXP:B Kzt:NA __` _._—......._ HORZ(TL): 0.013 0 - - Wind reactions based on MWFRS Mean Height:44.45 ft BuildingP BrgWid=5.5 Min Req1.5 Truss NCBCLL:0.00 TCDL:6.0 psf Code: Creep Factor:2.0 = (Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.416 I Brg Wid=- Min Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.920 Bearing P is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.833 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Chordsum T ns Cmp Chord FoChordser Tey ens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 VIEW Ver:21.02.00B.1108.20 C-D 126 -939 E-F 142 -643 WAVE D-E 167 -921 F-G 141 -640 Lumber Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L 2400f-2.OE B1 2x4 DF-L#2; Webs 2x4:HF Standard+HF Stud:W6, Chords Tens.Comp. Chords Tens. Comp. W82x4HF#2; N-M 818 -207 L-K 777 -180 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' M-L 777 -180 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Loading O-P 143-1216 E-K 64 -392 O-C 131 -1188 F-K 177 -485 Truss designed for unbalanced snow loads. C-N 933 -53 K-G 1010 -223 Truss checked for 500#dead movable load along M-E 493 0 G-J 236 -958 Bottom Chord,between 0-0-0 to 20-11-8, non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. fD PROFE Wind C�� `rS' Wind loads based on MWFRS with additional C&C ,fp � NEGt ip member design. 19575 Z Right end vertical not exposed to wind pressure. • 9r' s Wind loading based on both gable and hip roof types. ( O'" DEFERRED EURlA11TM.REVIEW iTisRD PM TYi OREGON e 1 an.20,1990 Q* 'POLO W,Nti MHam.anMn,en AlmoOn...Inc. Renews 6/30/2023 CanauRl�S1===En... **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)fo safety practices nor to performing these functions. Installers shall provide temporary (503j357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Appl plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ah, Y CC164,1, truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solelyfor the design shown.The suitability and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10, For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259831/ HIPM Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T15 / FROM:MG City: 1 Terrace Glen East DrwNo: 094.22.0830.06631 Truss Label: B1 BFR / GWH 04/04/2022 75"13 i 89'11 14'19 18'1'11 271'13 6'5 2'5"13 59'14 59'14 4'0'2 4'0'2 4a8 -4X5 III1.5X4 w4X5 F GH �, - 72 503X5 j�/ \ /7 s 3X5 4CS/�% W3 \\ / IIi13X7(E5)81 P O \\ 2; •- N M L K I,) -3X5w 3X5 .-3X5 =408 1113X5 III3X5 >r 3X5 i......72'5.....,,i". _..-"i 2T5 5'9'14 5'1'10 8' 4'3'10 4'1'14 ...._.... 5..............._...................8..3......................—.+.-_.._..____.._....13'1'13....__..__. 1' 3'TD"1 18'i'11_.._.....-......................_273 8.._.....__—I 4162.5 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.024 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.046 L 999 240 p 1257 I- I- /670 /8 /148 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 D - - I 1005 /- /- /500 /79 /- EXP:B Kzt:NA Des Ld: 49.00 ---- HORZ(TL): 0.012 D - - Wind reactions based on MWFRS Mean Height:44.86 ft NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 P Brg Wid=5.5 Min Reg= 1.5(Truss) I Br Wid=- Min Soffit: 2.00 IBC 2018 Max TC CSI: 0.434 g Req= BCDL:4.2 psf Bearing P is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.967 Spacing:24.0" RepFac:Varies byLd Case Max Web CSI: 0.979 Members not listed have forces less than 375# P 9 C&C Dist a:3.00 ft FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): _..__.._ ...._......___.__._.___-- Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 C-D 88-1012 E-F 92 •483 Lumber D-E 113 -837 F-G 91 -480 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L 2400f-2.0E 81 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 HF#2 W1,W2,W3 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud; N-M 868 -171 L-K 676 -122 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' M-L 868 -171 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Loading O-P 126-1209 L-E 592 -6 O-C 114-1184 E-K 65 -536 Truss designed for unbalanced snow loads. C-N 940 -14 K-G 946 -179 Truss checked for 500#dead movable load along D-L 70 -425 G-J 207 -965 Bottom Chord,between 0-0-0 to 20-11-8, non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. �D PRpp� Wind ��� ',VAN Wind loads based on MWFRS with additional C&C .s, G t ' member design. 0N� l, I'Right end vertical not exposed to wind pressure. 19575 pf" Wind loading based on both gable and hip roof types. A. (4JI 'noi" OEEERREO SUt4$.ttµ.RENEW iTHIRO PARTY; OREGON ■ 11%en.20,1g9- (�Q" LD W"/r n Kramer eanMR and Aa oelana..Al. Renews 6/3012023 cc"sumng str aural Englmen **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,handbag 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 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 83,B7 or 810, as applicable. Apply plates to each face o7 truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildincg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nrr A y truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259833/ HIPM I Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T14 I FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04838 Truss Label: B2 BFR / GWH 04/04/2022 2'S'13 ..................7'0'6................... 117" 16'1'9 '1. 6 5 1.........-25'13 I 46'9 -I-........................46 9.................+.........._.....-._4'8.9 22 .._.__.__.-1- __.80.413_._.......................-24' 185E __4X5 OH >-83X5 \\_J \\ . 1 12 �,\ \ / 5 / W7\\ 1/p3X5 j i 64X,5 '"lig �3X5 C i�- \\\ \\\\w8 % Wt0 6 \\W6 \\ // 1 I 1113X7155)Bi _ftP \ ( •....,\ I \\ 1 PI 0 N M L K J I37(5 -3X5 m3X5 4H0308 m3X5 =4X5 111305 112X4 I-2'2'5 'i 20'4' i 72'S 45"9 45'9 1'101 2'8'4 03'10 3'1'14 2'2'5 I 65"14 I 11'31 / 13'1"13I 1510'1 19'1.11 / 22'3'9 F ?12 ±2"6.5 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.027 N 999 360 Loc R+ /R- /Rh l Rw l U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.053 N 999 240 Q 1257 /- /- /673 /- /170 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.008 D - - I 1005 I- /- /505 /87 1- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.017 D - - Wind reactions based on MWFRS Mean Height:45.28 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Q Brg Wid=5.5 Min Req= 1.5(Truss) TCDL:6.0 psf I Wid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.667 Brg = Req= - TPI Std: 2014 Max BC CSI: 0.972 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24,0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.623 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 C-D 60 -914 E-F 86 -671 Lumber D-E 77 -934 Top Chord 2x4 DF-L#2 Maximum Bot Chord Forces Per PlyIbs Bat chord 2x4 DF-L#1&Bet.B1 2x4 DF-L#2; ( ) Webs 2x4:HF Standard+HF Stud:W6,W7,W8,W9, Chords Tens.Comp. Chords Tens. Comp. W102x4HF#2; O-N 799 -178 M-L 791 -137 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' N-M 791 -137 L-K 553 -99 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Loading P-Q 103-1218 E-L 70 -549 P-C 91 -1190 L-F 708 -25 Truss designed for unbalanced snow loads. C-O 928 -1 F-K 152 -724 Truss checked for 500#dead movable load along 0-D 125 -376 K-G 868 -122 Bottom Chord,between 0-0-0 to 20-11-8, N-E 471 -4 G-J 195 -973 non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind ���EO PRpp.3' Wind loads based on MWFRS with additional C&C ,� ‘,4G I N E . '0 member design. 19575 y Right end vertical not exposed to wind pressure. r„i, Wind loading based on both gable and hip roof types. Orel,. /�" 0 OREGON o FrR5F su.1lAL 41.V.W1THLRONAKrn 7 Ven 20 j55 .."-Sr .a 'rOL D w' .r`` Renews 6130/2023 Kw 5*qums2:";:= nc. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by WI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 63,B7_ or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. Alpine,a division of ITW BuildingOomponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,*v truss in conformance with ANSI/-PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10, For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:272134/ HIPM Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T36 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07068 Truss Label: BGR / GWH 04/04/2022 5 2 Complete Trusses Required 2'5'13 6'3'11 10'1"9 14'2'13 18'2"5 _......_...._..22'1'13. 'i6"5I _ ' - I -}- I I2513 33 14 3914 414 3118 3'I1"848=4X5 =3X5 1111.55X4 .-4XH1 i ____..._.__......_........ ... __i _-__�..____.............. 12 5 as3X5 �� '\ \\ i \ // x4X5 // • \\\ 1 // 8 f 1113X7(E5)81 R O.__.._. ._._._,. _ P O N M L KJ �1133X5 -3X5 -3X5 -4X5 3X5 =4X12 1113X5 I-72"5 A 20'4" 1 2'2'5 3'9"14 3'9'14 3'3'12 9" 4'3' 4'1"4 2'2'5 I 6'0'3 9'10"1 13'1"13 113'11'5 18'2'5 I 22'3'9 2"12 'G2`6"5 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.030 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.060 M 999 240 R 2335 I- 1- I- /198 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 D - - J 2637 /- I- I- /345 /- Des Ld: 49.00 EXP:B Kzt:NA •HORZ(TL): 0.017 D - - Wind reactions based on MWFRS Mean Height:44.03 ft R Br Wid=5.5 Min Req1.5 Truss NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 9 (Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.164 J Brg Wid=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.317 Bearing R is a rigid surface. RepFac:Vanes byLd Case Max Web CSI: 0.664 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - Wind Duration:1.60 WAVE VIEW Ver:21-02-006.1108.20 C-D 93 -959 F-G 98 -790 Lumber Wind D-E 134-1290 G-H 98 -790 E-F 136 -1172 Top chord 2x4 DF-L#2 Wind loads and reactions based on MWFRS. Bot chord 2x6 DF-L#2 81 2x4 DF-L#2; Right end vertical not exposed to wind pressure. Maximum Bot Chord Forces Per PI Webs 2x4:HF Standard+HF Stud: Y(Ibs ) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937'Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. Nailnote P-O 890 -87 N-M 1151 -119 O-N 1151 -119 M-L 1150 -134 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @ 6.50"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. Q R 104 -1142 M-F 415 37 Q-C 109-1127 F-L 62 -620 Special Loads C-P 1030 -94 L-H 1302 -162 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) P-D 76 -583 H-K 135 -1073 TC:From 80 plf at -2.19 to 80 plf at 7.94 D-O 420 -102 TC:From 40 plf at 7.94 to 40 plf at 20.33 BC:From 20 plf at -2.19 to 20 plf at 7.95 BC:From 10 plf at 7.95 to 10 plf at 20.33 BC:1130 lb Conc.Load at 7.95 �� O PRO FS S BC: 367 lb Conc.Load at 10.00,12.00,14.00,16.00 ti R 18.00,20.00 `�( GiN� O i Loading t4! 'a 19575 �� 9 r Truss checked for 500#dead movable load along " 'Bottom Chord,between 0-0-0 to 20-11-8, („ ... /I" non-concurrent with any other live loads. - I O R EGO N ()MIMEO suanrir.u.Rurgw ORHRo PARTY) Purlins In lieu of structural panels use purlins to brace all flat -7 $n.20,1995 (`Q" n _ TC@24"oc. 0LOW Renews6/30/2023 Kr"nur onni"n"o,a Assochoss..In,. Consulting 5troottost£nginusrs **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! miss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 53,B7 or B10, /1111114.. 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.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildinQgComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the , „yy COMPANYtruss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawi N n or cover page listing this drawing indicates acceptance of professional enaineenng responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259835/ HIPM Ply: 3 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T11 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07006 Truss Label: BGR1 BFR / GWH 04/04/2022 5 5 5 3 Complete Trusses Required 5712 i 010' i 147'4 ) 19'11'a �q1' 5'0'12 4'B'1 4'9'4 Sea4'8 ... III4XD6 1114X8 E ,r5X7 - i /1 12 /�.- \ // \\ \ •// is /' WS \\' r : : W3�\,``„W4 \\\... \\ 1 M L K J HG III3K7 4A6X10 Ha ®6X6 1115X7 64X12 III4XS l' TOW j 4T12 4'10'12 2'S'6 73'12 711'10 78'10 Im 4'P12 -I'_......................96.8_.................- ....._...'Y_.._.+........14'3'12+............17'3'6.....�..........201'-....1{{yytt 2V4. Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.098 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.190 L 999 240 N 9324 /- /- /- /446 /- BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.030 B - - G 9886 /- /- I- /470 /- Des Ld: 49.00 EXP:B Kzt:NA .HORZ(TL): 0.058 B - - Wind reactions based on MWFRS Mean Height:45.88 ft N BrgWid=5.5 Min Req3.3(Truss ) 0.00 TCDL 6.0 psf Building Code: Creep Factor:2.0 ( ) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.304 G Brg Wid=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.584 Bearing N is a rigid surface. RepFac:Yes Max Web CSI: 0.858 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 A-B 151 -3133 C-D 90 -1842 Lumber Wind B-C 142-2939 D-E 46 -1000 Top chord 2x4 DF-L#2 Wind loads and reactions based on MWFRS. Maximum Bot Chord Forces Per PlyIbs Bot chord 2x8 DF-L#2 End verticals not ex od tind ressure. ( )se o w Webs 2x4 HF#2 W 1,W3,W4,W5 2x4 HF Standard+ p p Chords Tens.Comp. Chords Tens. Comp. HF Stud; Wind loading based on both gable and hip roof types. M-L 2>16.5 -137 K-J 2629 125 Nailnote L-K 2629 -125 J-I 1603 -77 Nail Schedule:0.120"x3",min.nails Maximum Web Forces Per PlyIbs Top Chord:1 Row @12.00"o.c. ( ) Bot Chord:3 Rows @ 3.75"o.c.(Each Row) Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. A-N 131 -2629 J-D 2411 -103 Repeat nailing as each layer is applied.Use equal A-M 3169 -150 D-I 100 -1970 spacing between rows and stagger nails in each row to avoid splitting. L-C 1641 -65 I-E 2952 -137 C-J 77-1622 E-H 140 -2855 Special Loads -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 80 plf at 0.00 to 80 plf at 20.33 BC:From 10 plf at 0.00 to 10 plf at 20.33 BC:1737 lb Conc.Load at 1.45,3.45,5.45,7.45 9.45,11.45,13.45,15.45,17.45,19.45 �RQ PROp4 Loading yC t N S, Truss checked for 500#dead movable load along (9 �G �F4' OZ Bottom Chord,non-concurrent with any other live 1U 19575 y loads. �� Puriins4 ,/' In lieu of structural panels use purlins to brace all flat OREGON 0222 MEDSSAWITTAA AENEW(TNM.PARTO TC @ 24"oc. .J en.20,194- Q" ,l .,., ,..�„ BiOLD W•N� a Renews 6/3012023 02,,,,b«"Mn And* ,,,.iK. Consulting 5tn,6Nral Engineers **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,handlingshipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Comellus OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling.Locations shown for permanent lateral resraint of webs shall have bracingq installed per BCSI sections.03,B7 or 810, �` as applicable. Appl plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buiidingg.�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,NC,,,,,1,4,;y truss in conformance with ANS/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi ,Y n or cover page listing this drawing indicates acceptance of professional enoineenng responsibility solely-for the design shown.The suitability and use of this drawing for any sTr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:2776461 COMN Ply: 1 Job Number: 0122135 Gust:R7175 JRef:lXef71750002 735 1 FROM:MG Qty: 6 Terrace Glen East DrwNo: 094.22.0830.03792 Truss Label: C I GWH 04/04/2022 15'"11 „311�'11"q 37'1710 56' 64' 14 2'6 1,4"101 3'3"8 F 4' H I 2'3'8 2'38 8'10'1 12'1071 21'11"4 26'3"1$ 30'6'1 33'10"2 42'10'1 49'5'7 52,'J 62'2'6 2'3j8 6'6'9 4' F' 6'6'9 '' 4'4"9 I 4'2'13 1'10"14 H '5'9"3 6'6"9 I 2'649 F 6'2'6 H =6X8 =4X5 Ii1.5X4X$4X5 flhl,5X4 =6X8 _ G H I J K L M 12 -': a ... . a J 5 I,-J s.H0308 F /-'" \' `\\ 17 /% ``\ ��..N H0308 - \\, \\ �� 1 O \ N ` 7 r ,s \\\(a) \y`\(a) ,(a)f I `\(�A1 (a' \� P 04X5 / \ (a) \,\ Wt� /// \ (a/ /"1:-- 4X5 T -� N V ll \ % ii �j t R -r In -- � \; /I \ // 0W2Y=- y III3X7(E5)"IAH AF AE AO AC AB el AA �' X W V U 'T =4X5 =5X7 =4X5 =4X5 =4X8 =4X8 =4X5=H0508 =3X5(A1) .5X7 i 2 A 28'5'10 1 6.9• 1 25'3'4 42 2'I 6'6"9 , 6'6"9 '� 2'10,93 , 4'4"9, 4'6'5 6 F 47'12, 6'0"11 I ' 3'3"1 6'6"9 I 6'2'6 I 14 2 8'6"9 15'1 3 18' 26'0'5' 30'6'1 371 1 43'2"5 49'8 15 56'3"8 62'5 14 '5"14 3'7"1 1'11'4 3'3" 1.'8"2 21'7" 2 H32 "14 H..._46'5'14 �fi4'2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.048 AE 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.085 AE 999 240 AH 1496 I- /- /761 /- /109 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 D - - AA 1864 /- /- /915 /- /- EXP:B Kzt:NA Des Ld: 49.00 •HORZ(TL): 0.030 D - - Y 1802 /- /- /920 /53 /- Mean Height:49.70 ft BuildingCode: CreepFactor:2.0 T 1308 /- /- /726 /- /- NCBCLL:0.00 TCDL:6.0 psf Wind reactions based on MWFRS Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.714 AH Brg Wid=5.5 Min Req= 1.6(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.920AA Brg Wid=5.5 Min Req= 1.6(Truss) Spacing:24.0" C&C Dist a:6.05 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.988 Y Brg Wid=5.5 Min Req= 1.5(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) T Brg Wid=5.5 Min Req= 1.5(Truss) GCpi:0.18 Plate Type(s) Bearings AH,AA,Y,&T are a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Additional Notes Maximum Top Chord Forces Per Ply(ibs) Top chord 2x4 DF-L#2 WARNING:Furnish a copy of this DWG to the Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 B1,B6 2x4 DF-L#2; installation contractor.Failure to follow provisions of C-D 0-1211 N-O 156 -712 Webs 2x4 HF#2 W1,W2,W3,W20,W21, SCSI in handling and installation of trusses can result D-E 12-1120 O-P 144 -830 W22 2x4 HF Standard+HF Stud;W 10 2x4 DF-L#2; in serious injuries.Do not permit inexperienced and E-F 24 -995 P-Q 113 955 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'uninstructed people to install trusses.See F-G 120 -656 "WARNING"note below.BCSI recommends retaining Bracing a registered professional engineer for the design of (a)Continuous lateral restraint equally spaced on temporary bracing. Maximum Bot Chord Forces Per Ply(ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes AF-AE 1042 0 X-W 670 0 All plates are 3X5 except as noted. AE-AD 936 0 W-V 670 0 AD-AC 936 0 V-U 808 -32 Loading AC-AB 502 0 Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(ibs) Truss checked for 500#dead movable load along Webs Tens.Comp. Webs Tens. Comp. Bottom Chord,between 0-0-0 to 60-5-14, -_____...__....._._...................._ _. non-concurrent with any other live loads. AG-AH 0-1441 H-AA 93 -1421 Ep PROF S` AG-C 0-1422 Y-M 170 -1225 , E C-AF 1128 0 L-Y 117 -494 Purlins tP/ AF-D 152 -399 M-X 892 -87 In lieu of structural panels use purlins to brace all flat (99� ' IN F,Q Oy AE-F 574 0 X-N 173 -833 TC @ 24"oc. 19575 9r", F-AC 0 -743 N-V 597 0 �r AC-G 882 0 U-Q 899 -22 Wind �' / G-AB 54 -992 Q-S 123 -1238 Wind loads based on MWFRS with additional C&C t �� I AB-H 998 -19 S-T 131 -1257 member design. OR EGO N OE,mRREu sune,y1AL REV,W Milt.,PARTY, Wind loading based on both gable and hip roof types. 9 `+a 20,19ym .4 'TOL D W.`v'e Renews.6/30/2023 •. Kramer OAR.And M.u,.".m:. CanauMny StrAclural Enginexa "'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 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord,shall have a properly attached ngid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sectons B3,B7 or B10, as applicable. App plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN ceavArx truss in conformance with ANSI!TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engneanng responsibility solely-or the design shown.The suitabilit 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 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277644/ SPEC Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T37 / FROM:MG Qty: 4 Terrace Glen East DrwNo: 094.22.0830.02700 Truss Label: C1 / GWH 04/04/2022 15'"11 31'11" 37'1'10 56' 64' 14 I 2'649 1'4.10r 3'3i F 4' I 2'3'18 4'4"1 8'10'1 12'10'1 21'11'4 26'31 30'6"1 �._3_3''10"2 42'101 49'5.7 52' 62'2'6 I'".._.4'4„1 4'5"5I 4' 6'6"9 I 4'4"9' 4'2'13 ' 110"14 r 5,9"3 6'6„9 I 2,619 (" 6'2"6 =6XB --4X8 G =4N5 III1.5X4J=4K5 III L`X4 =6MX8 12 i�i� a ����� 5 i_-- eH0308 Fi�J-- \\ \ ll\\ / N a H0308 .l ll \\ �V O "- 5C5. �// l`' \� a \`(a) \F(a) (al/I �(�S) (a/ i�/ \`\\`� 4X5 -� BMW$\ (a) �.'4O \• `\\;\ // \ (ay/. /�� � \�Q co A/�- \ \ // // (j� R - m .� \y�2 \`\ ' I/ \ i' w2ow2sr " r Pw f g B1 a A \, \� \` \•. :\Il \` 4 �i s 85 rq s 1 e `y `;e.......__.m.......)y..-- ---- .._... III�� / ...--- - -3W22 `"'_ SAG AE AD AC AB AA •Z FLY X W V U ^T 1112X4 =4X5 =4X5 =4X5 m4X8 =4X8 =4X5 =3X5A1) .5X7 :::::5X7 1--41"4 1 26'4"6 j 6'9" 1 25'3"4 A 2 41.4 4 5"5 I 6'6"9 6'6"9 12 5'8 I 4 6"5 6 7' I 5 4"4 I 6'6"9 _I 6'6"9 I 6'2'6 Lj R,"14 41 4 8'6"9 15'1"3 21'7"12 24'"4 30'6"16 3T1"10 42'S"14 49'8"15 56'3 8 62'5"14 4'5"14 1'.1�1"1 7 1'.g{"2 I.26'0"5 '4 t'2"5 r-84'2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in Ioc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.110 A 464 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.220 A 231 240 AG 1663 /- /- /931 /- /96 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.057 AF - - Z 1644 I- I- /838 /35 1- EXP:B Kzt:NA Des Ld: 49.00 -- - - -- HORZ(TL): 0.114 AF - - Y 1819 /- /- /930 /36 /- Mean Height:47.51 ft T 1344 /- /- /746 /- /- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.715 AG Brg Wid=5.5 Min Req= 1.8(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.897 RepFac:Varies byLd Case Max Web CSI: 0.955 Z Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:5.84 ft Loc.from endwall:Any FT/RT:4(0)14(0) Y Brg Wid=5.5 Min Req= 1.6(Truss) GCpi:endall: Plate :4(0)/): T Brg Wid=5.5 Min Req= 1.5(Truss) Bearings AG,Z,Y,&T are a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.008.1108.20 Members not listed have forces less than 375# Lumber Additional Notes Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 T1 2x4 DF-L 2400f-2.0E; WARNING:Furnish a copy of this DWG to the Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 B1 2x4 DF-L 2400f-2.0E; installation contractor.Failure to follow provisions of B-C 398 -57 M-N 89 -401 85 2x4 DF-L#2; BCSI in handling and installation of trusses can result C-0 46 -735 N-O 59 -759 Webs 2x4 HF#2 W2,W3,W20,W21, in serious injuries.Do not permit inexperienced and D-E 60 -951 O-P 46 888 W22 2x4 HF Standard+HF Stud; uninstructed people to install trusses.See E-F 73 -825 P-Q 30 994 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'"WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of F-G 106 -635 Bracing temporary bracing. (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes AE-AD 635 -21 AB-AA 504 0 All plates are 3X5 except as noted. AD-AC 792 0 W-V 724 0 AC-AB 504 0 V-U 845 0 Loading Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Truss checked for 500#dead movable load along ..............._......_.___.__.. Bottom Chord,between 0-0-0 to 58-4-10, AF-AG 67-1634 H-Z 61 -1241 non-concurrent with any other live loads. AF-C 42-1574 L-Y 63 -496 Purlins 4'' PRO F�S+S' AE-D 1056 -632 M-W 883 -1183 In lieu of structural panels use purlins to brace all flat ,P G t 4 - AD-F 409 -34 W-N 74 -818 TC @ 24"oc• 0� F� - F-AC 65 -585 N-V 590 0 19575 Wind '" AC-G 767 -5 U-Q 940 0 ga G-AA 54 -817 Q-S 18 -1274 Wind loads based on MWFRS with additional C&C � y6" AA-H 847 -19 S-T 27 -1292 member design. nesenx°e0uart*Ft.srvnnw lrnisu PARTY) Wind loading based on both gable and hip roof types. 0 OREGON M, "" h" .fix."•A T 'Ian.20,10- (.Q. Oa D w.0 Ne-KfMA,Gail.an"AsanWua.Inc. Renews 6130;202J conamrog...Our,Enpl,eon **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 83,B7 or B10, �. as applicable. Apply plates to each face 0 i truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. 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 trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:277658/ MONO 1 Ply: 1 Job Number: 0122135 Gust:R7175 JRef:1Xef71750002 T13 I FROM:MG Qty: 4 Terrace Glen East DrwNo: 094.22.0830.07380 Truss Label: C2 BFR / GWH 04/04/2022 T3'S ..-9110'1 12'i 15'1'11 71'10 7 111 5xa GN 12 03x5 „.--l� \ \ ! \\ �n saxxr" �i \\ \X') I es�j�% W3 \,\ ' \1 Vie) � \\ T E 113x11E5) WI \::::S12 \\ \\: 1 _ 11 .3X5 01 ,.3%6 IIAx91J I.—r j 19.16 A 7 61319 S'O9 5'1'11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.017 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.036 A 704 240 N 1150 /- /- /616 /- /220 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.007 H - - I 963 I- 1- /486 /121 /- Des Ld: 49.00 EXP:B Kzt:NA ______._.._._..._..__...._.....__.._.............HORZ(TL): 0.021 M - - Wind reactions based on MWFRS Mean Height:47.24 ft N BrgWid=5.5 Min Req1.5 Truss NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 = (Truss) Soffit 2.00 IBC 2018 Max TC CSI: 0.511 I Brg Wid=- Min Req=- BCDL:4.2 psf Bearing N is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.897 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI; 0.540 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FTIRT:4(0)/4(0) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 C-D 1 -828 E-F 0 -466 Lumber D-E 0 -568 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; (Ibs ) Webs 2x4 HF#2 W1,W2,W3 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud; L-K 684 -165 K-J 419 -75 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. WebsT Tens: Comp. .......... member. M-N 51 -1096 D-K 124 -475 Loading M-C 41 -1077 K-F 681 -31 C-L 754 0 F-J 149 -828 Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 19-2-6, non-concurrent with any other live loads. I Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. ��aep PROpt, c3' t4G 11.4-. /OZ GJ,.. 19575 7 r , 0E7E81888 SOSMRIK MEVEW 1501*0 8*0111 GI OREGON a� A 8n 7 .20 1g9-�� � OLD W. Km./188 8snd16818818w Inc. Renews 6t3012023 C88a61118g 91fnturW Sng3nean **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53,B7_ or B10 as applicable. AppTy plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of 11W Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANRW CC181a5r truss in conformance with ANSI/T PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professiol engineering responsibility solelyor the design shown.The suitabilit and use of this drawing for any strcture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10T For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:273095/ MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef11750002 7147 FROM:MG 1 Qty: 4 Terrace Glen East DrwNo: 094.22.0830.07880 Truss Label: C3 BFR / GWH 04/04/2022 1 3'3'0.83.4 1 12 ( 6'3'72 170.15 1 187'9 23'i'3 l 253'1/ 31K•4 33'8' 12 3'0"8 5'9'3 6'er9 4'S'll 2'2'11 5293 2'1.1d 1111n554 P 3X5 11I1,55X4 111435 2 - / \\rl r t` %/ \---..,e3X5 �J 5 F / l\ // /� `'93%5 / 1 / 2" "`. ,`34X12 66 ,1 1i1t 99/// �/I______W12"7„ z�,: 91.5X4 r `\ �/ ` ,..78X6w3X5(A1) I l/ , �� //' \� oX 83 H /) 1 /� % W13 N Ik _.___........_............. -.._._._..__-_.__.-i I CM 14X5 w WOO .w4X5 4,5X5 M3X5 1114%5 1I12X4 A 6'4.12 1 252'4 1 7-1 4.8 5'71.4 813•1 37'9 511.1 I 89'9 1 6'2"61 1 i'8 48 6'3'12 12'4'7 16' 16'77'1 25'S"10 311P 33'4 3.J"14 3'8' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.035 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.071 N 999 240 S 538 /-39 /- /34 /58 /231 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 E - - Q 1878 I- /- /946 /90 I- Des Ld: 49.00 EXP:B Kzt:NA .HORZ(TL): 0.017 E - - L 1428 /- /- /761 /1 /- .................................................... Mean Height:47.59 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf S Brg Wid=- Min Req Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.715 Q Brg Wid=5.5 Min Req= 1.6(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.908 L Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24,0" C&C Dist a:3.17 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.988 Bearings Q&L are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber E-F 60 -552 H-I 1226 -146 Top chord 2x4 DF-L#2 F-G 53 -948 I-J 1393 -30 Bot chord 2x6 DF-L#2 B3 2x4 DF-L#2; G-H 31 -1018 Webs 2x4 HF#2 W 10,W 11,W 12, W13 2x4 HF Standard+HF Stud; Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on Q-P 381 0 N-M 928 0 member. P-O 845 0 K-J 29 -1246 Loading O-N 845 0 Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(Ibs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat D-Q 78 -458 H-K 0 -1605 TC@24"oc. Q-E 105-1083 M-K 1047 0 Wind E-P 869 -46 K-L 22 -1375 P-F 120 -767 K-I 81 -454 Wind loads based on MWFRS with additional C&C F-N 568 0 member design. Left end vertical not exposed to wind pressure. es0 PROFS Wind loading based on both gable and hip roof types. `cj' �(31NF `r>0 !(/. 19575 � tiy ,P.'4f ''45 OREGON s eu'F.0 Wl#nF wilH=D P4$ its'n.20,199 6t CD W. %cw*Mhien and Aaancgwa.inu Cons Renews 6/30�2023 Consulting ShactuN£rgineors **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 bracing per BCSI.Unless noted otherwise,top chord shall have roper attached structural sheathing and bottom chord shall have a properly attached n id ceiling.Locations shown for permanent lateral restraint of websshall have bracing installed per BCSI sections B3,B7 or 610, as applicab]e. Appl 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 sandard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN Ir..COMMA v truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/1'P!1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:271950/ COMN 1 Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T12 / FROM:MG ' Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03589 Truss Label: C4 / GWH 04/04/2022 127.12 110t14 I 28'3"1 10 34'11'6 41'1'12 I 4313^8188,1144 45 ''41 "9"7 i 94'42'413 11 41 04 13581 z5'9"e37 I { 2'69'9 4'i'12166.9 626 .12 12 5 =525 1111.5X4 1111.5X4 3'5X7 AB ___.__....._...._�.... 0 E F G H \\\ \\ J i//,,`, / `\� u \ 5 y �/ �', ., j -`,',..';',,,,K R4 i2 is ,(a) \\ l(a)`(a) l(a1 j/ ``,t(a) ,(a) (a)f/ // a7.�--. \ (ale!' ,/,,/ \�v6X8 \\ -ID7M T 11 ` j/ // W i4 yy _L_ co tr ,II ,,=f III in------ 3x5(A1) I 00 W �V U 71.9 3 R P ro a+3X7 x5X7''3X10 ;4X5 '5X7 n4X5 j 0'74 7l 639" ) 25'3.4 j 2'--i •4 4'4'11 4'e5 4T12 1'11.4 6'0'1/ 59"9 1"•1 8'e"9 6'2^6 1'6" ( 449.is..f..._._....�a.q-.l„_.._...._14._..._-�,,.15'11"4..............21'ii'15....�.._......_?T3'8...}-2B':9..............._3512 .f.....__...._ 41'3^6.__mil"-42'111.10 4�14 4'33.8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.035 Q 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.070 Q 999 240 y 665 /- /- /159 /- /233 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 H - - V 896 /- /- /406 /- 1- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:49.77 ft HORZ(TL): 0.013 H - - T 1858 /- /- /949 /- /- NCBCLL:0.00 Building Code: Creep Factor:2.0 O 1381 /- !- /742 /7 /- TCDL:6.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.714 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.905 Y Brg Wid=- Min Req=- Fac:Varies byLd Case Max Web CSI: 0.939 V Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24,0" C&C Dist a:4.13 ft Rep Loc.from endwall:Any FT/RT:4(0)/4(0) T Brg Wid=5.5 Min Req= 1.5(Truss) O Brg Wid=5.5 Min Req= 1.5(Truss) GCpi:0.18 Plate Type(s): Bearings V,T,&0 are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 B4 2x4 DF-L#2; H-I 88 -468 K-L 1229 -142 Webs 2x4 HF#2 W1 2x8 DF-L#2;W14,W15,W16, i-J 90 -816 L-M 1394 -30 W17 2x4 HF Standard+HF Stud; J-K 77 -946 Bracing (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes S-R 777 0 Q-P 881 0 R-Q 777 0 N-M 29 -1248 All plates are 3X5 except as noted. Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. B-X 0 -375 I-Q 579 -1 Purlins C-V 0 -471 K-N 0 -1570 In lieu of structural panels use purlins to brace all flat G-T 0 -465 P-N 994 0 TC @ 24"oc. T-H 126-1138 N-0 97 -1329 R H-S 877 -81 N-L 101 -453 Wind e0 Wind loads based on MWFRS with additional C&C 5,k`G� G IN F FS3'jO S I 164 785 member design. r1 Left end vertical not exposed to wind pressure. ;4� 19575 � 9 Wind loading based on both gable and hip roof types. ,` l i ► 0 O R EGO N 00 575RO silW.OTAt.SEO EN(1"URO PASTS 9 `en.20,194- i -IOLo w.N`` Renews 6/30/2023 wamm fatten seal A.sochnss.In.;. , Consulting structural Engine»s **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 SCSI(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 bracing per SCSI.Unless rioted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or 610, as applicable. AppT plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuiidingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Au,ne COMPANY truss in conformance with ANSI!I PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:17365 SPEC Ply: 2 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T105 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1542.21383 Page 1 of 2 Truss Label: CDS BFR / GW H 04/04/2022 1 `> ; 2 Complete Trusses Required 2'609 '1'41 t0 10' 331"4 '� 44' • 14 1 2378 4'4"12 8'10'1 12'70"1 21'11"4 26'3"13 30'6"1A 33'It0"2 42'10'1 49'5"7 52'I 62'2'6 4'4'12' 4'5"5 I 4' I 6'6'9 4'4"9 1 4'2'13 I 1'1094 I 5'9'3 6'6"9 I 2'6 9 6'2'6 -1 = =37 IIILIX44x6=5K7 II11.LX4 G H J M 12 03X7 -O ,\ , * ,1 B ,'" =`4X8 5 Il sH0308 F ' ;\\ W9 Wit 8,y - N=?H0308 4X8 � - / s \� W14 gg \� P D ,i 3 61 W5 j fa/\� (a) (a) (a) (a) %(a) `W18 `\ <`-6X10 -� A 3g C ;{a) - (a) °W7\\ I i 'ma (a) (a) (al -a` R W3 \\ -r- ' _ () rail H s1s 1 III3X7(E5) F , \ �\V- ,\� ,,� `� .Y W20 (a W5 A.r n .� x w v 1-: i,.%�-' - AG AE 82 AD AC AB AA Z B3 _6 X W V U AH T =3X5 --5X7 -=4X8 -3X7 --3x7 -6X10 -6X10 -4X8 =5x7 =3X5(A1) IIIH0310 =H0508 :-5X7 III H0310 I'-4'1"4 A 26'4"6 A 6'6"4 A 8'6' A 1T A 2' I F 41"41 45'6 6'6"i 67"1 25,9 46"5� 6T I 54"4 I 6'6'1 87"t _I 6'1'14 ,3"14 4'1 4 8'6"9 15'011 21'T12 24'"4 30'6"1 37'1'10 42'5'14 49'815 56'4' 62'5%4 0:4'514 "1'11"1 ',K 15 1'8"2 26'0"5 143'213 I'644'2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or•=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 'VERT(LL): 0.099 A 513 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.116 A 437 240 AG 1673 I- /- /7432 /5738 /213 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.171 S - - Z 1744 /- /- /3754 /2016 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.51 ft HORZ(TL): 0.180 S - - Y* 185 /- /- /178 /14 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 AH*125 /- I- l825 /701 /- TCDL:6.0 psf Y /-396 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.733 W /-1446 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.825 U /-1418 Spacing:24.0" C&C Dist a:5.84 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.997 T /-7869 Loc.from endwall:Any FT/RT:4(0)/4(0) Wind reactions based on MWFRS GCpi:0.18 Plate Type(s): ......_... AG Brg Wid=5.5 Min Req= 3.7(Truss) Wind Duration:1.60 WAVE,HS 'VIEW Ver:22.01.00.0314.20 Z Brg Wid=5.5 Min Req= 1.6(Truss) Lumber Loading Y Brg Wid=102 Min Req=- Top chord 2x4 DF-L#2 Truss transfers a maximum horizontal load of AH Brg Wid=160 Min Req=- Bot chord 2x4 DF-L#2 B2, 32239#( 500.00 plf)along top chord,from either Bearings AG,Z,Y,&V are a rigid surface. B4 2x6 DF-L 2400f-2.0E;83 2x6 DF-L#2; direction,to supports where indicated.Diaphragm and Members not listed have forces less than 375# Webs 2x6 HF#2 W 1,W5,W7,W9,W 11,W14,W 16,W 18, connections are to be designed by Engineer of Record. Maximum Top Chord Forces Per Ply(Ibs) W22 2x4 HF#2;W3 2x4 HF Standard+HF Stud; Drag Loads:Force(#) (PLF) Mbr Start End Chords Tens.Comp. Chords Tens. Comp. W20 2x4 DF-L Standard+DF-L Stud; Case 1: 32239 500.00 TC -4.10 60.38 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' 12527 1473.77 BC 32.89 41.39 A-B 591 -447 J-K 2738 -2644 19712 1473.77 BC 45.01 58.39 B-C 1259-1059 K-L 2158 -2073 Bracing Truss designed for unbalanced snow loads. C-D 1177 -1549 L-M 3600 -3514 (a)#3 or better scab reinforcement.Same size&80% D-E 1788-2272 M-N 4467 -4464 length of web member.Attach with 10d Box or Gun Truss checked for 500#dead movable load along E-F 714 -1150 N-O 3658 -3649 nails(0.128"x3",min.)@ 6"oc. Bottom Chord,between 0-0-0 to 58-4-10, F-G 1081 -1408 O-P 4732 -4771 non-concurrent with any other live loads. G-H 1150-1276 P-Q 3792 -3845 Nailnote H-I 1916 -1822 Q-R 615 -547 Nail Schedule:0.120"x3",min.nails I-J 2262-2168 Top Chord:1 Row @ 6.00"o.c. Bot Chord:1 Row @ 2.00"o.c. Maximum Bot Chord Forces Per Ply(Ibs) Webs 1 Row @ 4"o.c. Chords Tens.Comp. Chords Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. AE-AD 2500-2174 Y-X 7980 -8023 Special Loads 4'17.°PROps� AD-AC 4225-3813 X-W 4035 -4078 AC-AB 5048-4791 W-V 8081 -8068 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) 0 �,t N EF'Q Z. AB-AA 5048 -4791 V-U 5094 -5071 TC:From 80 plf at -4.10 to 80 plf at 60.39 14. 19575 7 AA-Z 5349 -5234 U-T 4346 -4352 BC:From 20 plf at -4.10 to 20 plf at 60.39 ii r Z-Y 6326 -6406 BC: 182 lb Conc.Load at 42.32 t fak ur'" rA"- Plating Notes I Maximum Web Forces Per PI Ibs),,w . OREGON of F°i". E.*v t .a "r.L All plates are 6X8 except as noted. ,O v Webs Tens.Comp. BtLs, Artlp.-_ Purlins 9'OLD w.v"V" AF-C 2906 -3675 t5.."; ` ""n"2 In lieu of structural panels use purlins to brace all flat Renew 6r3012023 C-AE 3508-2955 ""'"V >w��"->:;Isd4B4=4.378 TC @ 24"oc. AE-D 2174 -2447 k.e.,"9'.-tel r°"11091 D-AD 2346-2224 W-N 2230 -2319 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building comelius OR 97113 Component Safety Information,by TPI and SBCA)fo safetyP practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord,shall have a proprly attachd rigid ceiling.Locations shown for permanent lateral resraint of webs shall have bracing installed per BCSI sectons 83,B7_ or B10, as applicable. Appl plates to each face o truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of TIN Buiidingg__Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nN,wcoM.w truss in conformance with ANSI/1-P! 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitabilit-y and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:17365 SPEC Ply: 2 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T105 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1542.21383 Page 2 of 2 Truss Label: CDS BFR / GWH 04/04/2022 Wind AD-F 1625-1572 N-V 2332 -2466 Wind loads and reactions based on MWFRS. F-AC 1372-1627 V-P 3179 -3206 Wind loading based on both gable and hip roof types. AC-G 1366-1047 P-U 3142 -3306 G-AA 842-1235 U-Q 4631 -4606 Additional Notes AA-H 1218 -780 Q-S 3966 -4169 Uplift connections required.See uplifts in R-and U H Z 788-t392 S-T 3958 -4181 columns of Maximum Reactions table. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. O PROp.. C9� aGlN�F�p !(/ 19575 OREGON °MM:w aeu xrr.a.xEvew;aµuaownam 0 7,04 `en.20,194b R0 D w•N� Renews 6/30/2023 „,s Kramn oanwn/Mti rn nwm in.:. cansuning 5tructuraf Enginears **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 Comelius OR 97113 Component Safety Information,by TPI and SBCA)fg safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown forpermanent lateral restraint of websshall have bracing installed per BCSI sections 53,B7 or B10, as applicable. Apply plates to each face of russ and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TP! 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:259878/ COMN Ply: 2 Job Number: 0122135 Cost:R 7175 JRef:1 Xef71750002 T43 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03136 Page 1 of 2 Truss Label: CDS1 / GWH 04/04/2022 I `' ; 2 Complete Trusses Required I 1 '10 48' I , —' 14 26ti 1'410' 33g ' '3'8 2'3,8 8'10"1 I 12'10I1 21'11'4 26'313 30'6"10 l 33'0"2 42'10'13 49'57 I 52' I 8226 2'38 6'6"9 4' 6'6"9 ' 4'4'9 I 4'2"13 1'1694 5'9°3 I 6'6 9 2'6� 6'2'6 � =6X8 =3X7 8111.5X4X8 4X8 1111.5X4 =6X8 0 H I J K L M ss H0308 ''', H'°H0308 6X8 W8W10 W. W7 // - O 5j /: �=3x10 3X5t0 ri// � W (a) ,(a) (a) (a) (a) //' W17/7 T AI B s O (a) W9 J12 \/1 aW6to 1113X ��, 0/�'� S n 11 rt o AH AF AE AD AC 63 AB AAZ B4 X W V B5 U rT OIH0310 _ =5X10 -6X10 -3X7--H0508-3X7 -4X8 =3X5(A1) 82 —4X8 =4X8 -H0508 111H0310 12'j 35'2'10 k 25'3'4 j 2' 1 7 6'6"9 I 6'6'1 I 2'11"5 4'4"1, 4'6'13, 47 12, 6'011 I I 67"1 61"14 "14 7 _ { ' 675"141'S"1486 9 15011 18 2511"13 306'1 3T1'1 43'2"5 49'8 15 564 3'7'1 1'11"4 33'3"� 1'B"2 1 217' 2 32'5"14 46'5"14 r'644'2" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.072 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.075 N 999 240 AH*113 /- I- /403 /291 /6 BCDL: 10.00 Risk Category:It Snow Duration:1.15 HORZ(LL): 0.179 M - - Y 1927 /- /- /4905 /2982 /- EXP:B Kzt:NA Des Ld: 49.00 0.188 M - - T 1313 /- I- /6595 /5264 /- —....._._. •HORZ(TL): Mean Height:49.70 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AH /-7970 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.451 AF l-827 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.481 AE /-1120 Spacing:24.0" C&C Dist a:6.05 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.941 AD /-110 AC /-2460 Loc.from endwall:Any FT/RT:4(0)/4(0) AB /-491 GCpi:0.18 Plate Type(s): AA /-2325 Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.008.1108.20 Wind reactions based on MWFRS Lumber Wind AH Brg Wid=344 Min Req=- Top chord 2x4 DF-L#2 T1, Wind loads based on MWFRS with additional C&C Y Brg Wid=5.5 Min Req= 2.2(Truss) T2 2x4 DF-L 2400f-2.0E; member design. T Brg Wid=5.5 Min Req= 3.5(Truss) Bot chord 2x4 DF-L#2 B2,B5 2x6 DF-L#2;B3, Wind loading based on both gable and hip roof types. Bearings AH,Y,&T are a rigid surface. 84 2x6 DF-L SS; Members not listed have forces less than 375# Webs 2x4 HF#2 W 1 2x4 HF#1&Bet.;W2,W12, Additional Notes Maximum Top Chord Forces Per Ply(Ibs) W13 2x6 DF-L#2;W4,W6,W8,W10,W15,W17,W19, Chords Tens.Comp. Chords Tens. Comp. W21 2x6 HF#2;W5 2x4 DF-L 2400f-2.OE; Uplift connections required.See uplifts in R-and U W9 2x4 DF-L#1&Bet.; columns of Maximum Reactions table. A-B 538 -488 J-K 1328 -1204 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'WARNING:Furnish a copy of this DWG to the B-C 611 -554 K-L 2410 -2246 installation contractor.Failure to follow provisions of C-D 4100-4151 L-M 1586 -1424 Bracing BCSI in handling and installation of trusses can result D-E 4656-4669 M-N 1210 -1384 (a)#3 or better scab reinforcement.Same size&80% in serious injuries.Do not permit inexperienced and E-F 3582-3547 N-0 1052 -1422 length of web member.Attach with 10d Box or Gun uninstructed people to install trusses.See F-G 4555 -4533 0-P 2126 -2544 nails(0.128"x3",min.)@ 6"oc. "WARNING"note below.BCSI recommends retaining G-H 3262 -3168 P-Q 2372 -2853 a registered professional engineer for the design of H-I 2733-2609 Q-R 622 -556 Nailnote temporary bracing. I-J 1674 -1550 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 6.00"o.c. Bot Chord:1 Row @ 2.75"o.c. Maximum Bot Chord Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Chords Tens.Comp. Chords Tens. Comp. Use equal spacing between rows and stagger nails EO PROF AH-AF 3466-3470 AA-Z 6025 -6159 in each row to avoid splitting. •(°''' ..`S'iP, AF-AE 2797-2779 Z-Y 6025 -6159 Plating Notes C9y �C'i N FF� O2 AE-AD 2313-2331 Y-X 5018 -4911 All plates are 5X7 except as noted. k/ • 19575 71, AD-AC 4441 -4459 X-W 4468 -4120 r AC-AB 5394-5455 W-V 4468 -4120 Purlins y+ , �'". AB-AA 7249-7341 V-U 3240 -2825 40_^ In lieu of structural panels use purlins to brace all flat TC @ 24"oc. OREGON Maximum Web Forces flrJyIs) p 9 �$ry.ao,+ss� Q" Webs Tens.Comp. Webs Tens; Cormp:.:: Rol.D W.N� AG-AH 4011 -4232 `y�* , AG-C 4021 -4222 ryr�*Yir�*m*,:.:,4 t ind839 Renews 6;3012023 co "mq srroce„ C-AF 4835-4818 ,>,.„Y--9 . '"`-1109 AF-D 2780-2924 M-X 1134 -696 *"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 Comehus OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord,shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sectons B3,B7_ or B10, as applicable. Appl plates to each face o1 truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N nViC uwaky truss in conformance with ANSI/TPI 1, or for handling, shipping,,not, ion and bracing_of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional englneenng responsibility solelyor the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259878 / COMN Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T43 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830,03136 Page 2 of 2 Truss Label: CDS1 / GWH 04/04/2022 Loading D-AE 2797-2852 X-N 918 -1312 Truss transfers a maximum horizontal load of AE-F 2598-2744 N-V 1288 -1095 32239#( 500.00 plf)along top chord,from either F-AC 2490-2567 V-P 1671 -1758 direction,to supports where indicated.Diaphragm and AC-G 688 -754 P-U 1676 -1779 connections are to be designed by Engineer of Record. G-AB 1855-1953 U-Q 3595 -3123 Drag Loads:Force(#) (PLF) Mbr Start End AB-H 1401 -1463 Q-S 2661 -3257 Case 1: 32239 500.00 TC -2.00 62.49 H-AA 1440-1533 S-T 2652 -3268 32239 1123,39 BC 0.00 28.70 Truss designed for unbalanced snow loads. Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 60-5-14, non-concurrent with any other live loads, 4"(s PROpF �y G t► E O C? 19575 �� 9 6Ark ' OFPE.ED 5*MITTM,,REV.moo PA0.111 OREGON an.20,199 (�.� - • -:, 0tDW•N . kramnr fiMien cl Onru,a.inc Renews 6/30/2023 cac.mn,se octunind[nsiuea **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 Comeies OR 97113 Component Safety Information,by TPI and SBCA)fr safetyP practices prior to performing these functions. Installers shall provide temporary (503)357-21 t6 bracingper BCSI.Unless noted Otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of websshall have bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solelyTor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10, For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:272130/ COMN Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T19 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07131 Page 1 of 2 Truss Label: CGE / GWH 04/04/2022 I 23'7�9 30'8"6 3TP10 2 11 5 4'4"9 3'3"8 I.2'318 8'109 f 152'15 I 20'2'4 1 , 26'3113 : 33'10 2 I 41'8'8, 49T3 55'11'13 62'5"14 2'3 8 6'6"9 6'4'13 411'S 3'2" 3'1'2 4'6"14 71090 6'490 6'6'1 I^ 33'1'14 1. P) -6X8 =3X5 .3X7 .3X5 '6X8 ,68X8 -6X8 '=3X5 =3X7 113X7=6X8 I J lM O S .._ 12 T2 G ! �? 2`,`, + * a �X7 �`5X5 �1 SX7 5( , s6XX8 '! 1 W73 ;- �— 2 03X5 �: �, Wi� /BE: W1�, ' a�� ?BX8 e4X55 W5 a a (a (a)'(a) (a) '(a))(a) (a) (a) (a) ���AE =3X5 °� O O s ; / W20 (a)s,?"� =3X5 B j% L. '(a) W8 , w1 # 14 1 s w2z(a -a., (a � 3o-...� to y`�(\ a)wa W W' ?wto } wis} v21 W w2d' a } ,� s rg-I-- Bi 8A� .'y; 1� 1 j \'4// w2.s 27 w2t- * 1113X7(E51 1113X5 AZ Al' AX =3X6 -3X6 ._yU AT ASC AR AO AP a2X4 CK AO AN AK -3X5 -3X10--5X7 -5X7 - '=3X5 R3JSCsx( )-3X5.2X4 11153X5 1112X4 1 21 16' A 14'5"14 J 14' 1 16' i 2' 66'9 6'8"S 7'7"2 3'2' 67" 4'10'6 7'8"14 6'6'9 6'2"6 F...2+.._.._ 8'6'9-+ 15'295-' 22'10'1 I 26'0'5 ' 37'1'i0+_- 47-' 49'8"15 + 56'3'S I 62'5'14' I 4'6'5 I 30'6'10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.019 V 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.041 V 999 240 BB*124 /- /- /64 /- /12 BCDL: 10.00 Risk Category:1! Snow Duration:1.15 HORZ(LL): -0.007 V - - AX*102 I- I- /50 /- /- — EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.51 ft HORZ(TL): 0.015 V - - AT*90 /- /- /46 /1 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 AQ*96 !- /- /51 /0 /- TCDL 6.0 psf AN /-165 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.677 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.868 Wind reactions based on MWFRS Spacing:24.0" C&C Dist a:6.05 ft Rep Foe:Varies by Ld Case Max Web CSI: 0.831 BB Brg Wid=192 Min Req=- Loc.from endwall:Any FT/RT:4(0)/4(0) AX Brg Wid=173 Min Req=- AT Brg Wid=168 Min Req=- GCpi:0.18 Plate Types) AQ Brg Wid=192 Min Req=- Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Bearings BB,AX,AT,&AQ are a rigid Lumber Wind surface. Top chord 2x4 DF-L#2 T2 2x8 DF-L#2; Wind loads based on MWFRS with additional C&C Members not listed have forces less than 375# Bot chord 2x6 DF-L#2 B1 2x4 DF-L#2; member design. Maximum Top Chord Forces Per Ply(Ibs) Webs 2x4:HF Standard+HF Stud: Right end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. W 1 2x4 DF-L 2400f-2.0E;W4,W5,W6,W7,W8,W9,W 10,W 14, W14,W15,W17,W19,W21,W23,W25,W27 2x4 HF#2; Wind loading based on both gable and hip roof types. A-B 836 -47 B-C 838 -19 W11 2x4 DF-L#2;W13,W16,W18,W20,W22,W24,W26, Brace all exposed vertical surfaces for lateral W28 2x6 HF#2; wind forces.Anchor the perimeter of exposed Maximum Bot Chord Forces Per Ply(Ibs) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'vertical surfaces and support lower roof using Chords Tens.Comp. sistered truss or nailer at edge of lower roof Bracing 9 A-BA 22 -679 diaphragm.All diaphragms,braces,and connec- (a)#3 or better scab reinforcement.Same size&80% tions shall be designed by the engineer of record. length of web member.Attach with 10d Box or Gun Maximum Web Forces Per Ply(Ibs) nails(0.128"x3",min.)@ 6"oc. Webs Tens.Comp. Webs Tens. Comp. Plating Notes BA-BB 104 -772 F-AY 94 -530 All plates are 1.5X4 except as noted. BA-C 95 -710 CK-AO 39 379 (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning Maximum Gable Forces Per Ply(Ibs) requirements. Gables Tens.Comp. Loading O''�D PRQFks BE-M 120 -402 Gable end supports 8"max rake overhang.Top •S cS'j chord must not be cut or notched. ��� t t N FF 041 2 Truss designed for unbalanced snow loads. co 19575 �r �r Purlins t axx In lieu of structural panels use purlins to brace all flat 1 aFFE,RF"". n q wnHnop TC @ 24"oc. OREGON 7 4 g9� n.20 4 ey (c ' L1 LL .D W•N ."_ _ "... Namen a*Ithn and Aaaeria,n.Inc. Renews 6130/2023 Consulting Str;,cturai Engincan **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attachd n id ceiling.Locations shown for permanent lateral resraint of webs shall have bracinginstalled per BCSI sections 63,B7 or 510, as applicable. App 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.Refer to lob's General Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,,AC., aNY truss in conformance with ANSI/)PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing y or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely/or the design shown.The suitabilit 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:272130 / COMN Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T19 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07131 Page 2 of 2 Truss Label: CGE / GWH 04/04/2022 Additional Notes See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. ,S44�p PROpk. O�5 �G t ts) kr 19575 4,410144. DEFERRED SURRori..1EVffW tTNIRD eAtinfl OREGON ■ 20,1g9- 0LD WNA G Nm_ NmywmM Renews 6/30/2023 ,art, **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 ant?SBCA)f }safety practices pnor to performing these functions. Installers shall provide temporary) (so3>357-z118 bracing per BCSI.Unless noted otherwise,top chord shall have proper y attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 83,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg_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 trusses. A seal on this drawing or cover page m listing this drawing indicates acceptance of professional engeenng responsibility solely-for the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277633 COMN Ply: 1 Job Number; 0122135 Cost:R 7175 JRef:1 Xef71750002 T149 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1518.06750 Page 1 of 2 Truss Label: CGR BFR / GWH 04/04/2022 15' 11 i.3111" 37'1"10 56' 64'"14 2'6 1'4"10� 3'3" 4' 2'378 f. 2'318 810"1 12'10�1f. 21'17"4 263"13 30'6"10 33',10"2 42'10"13 49'5"7 I 52 I." 62'2'6 2'3 8 6'6"9 4' 6'6"9 4'4"9 4'2"1 r`-1-''1b"14 5'9"3 I 6'6"9 2'6 6'2'6 =6X8 =4X5 III 1.5X4X8 4X5 1111.5X4 =6X8 G H I J K L M T 12 \`•� 5 �- H0E 8 F-s.'- \`\ \\ //\'\'� �`' ,ts O 8 %BC5 �:'%'"w �� \�`a) '� \\\, jlf V // (a)e �iia wi • /� W2013X75)� .. n -..._........ .............-_m...._.....--. / _- -AHAFE AD ACAA2 X W V U T =4X5 =5X7 =4X5 =4X5 =4X8 =4X8 =4X5.H0508 =4X5 m3X5(A1) "'=5X7 2'A 28'5"10 1- 6'9" A 25'3"4 1 2 H 2'I 6'6"9 + 6'6"9 _I 2'10 13 I 869 15 4'4"9� 306 4'6"5 4'7"12� 6'0"11 3'3"1 6'6"9 I_ 62"6 I 4"14 2 '" '1"3 18' 26'0" '"1 37'1"1 43'2"5 49'8 15 56'3"8 62'5"14 '5"14 3'7") 1'11'4 q6g'2 1....__21'7' 2 H32 "14 F 3'3"46'5� 1'' 14 64'2" i Loading Criteria(pat) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TOLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.048 AE 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.084 AE 999 240 AH 1476 /- /- I- /29 /13 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 D - - AA 1848 /- /- I- /41 /- EXP:B Kzt:NA Des Ld: 49.00 --- HORZ(TL): 0.030 D - - Y 1959 /- /- I- /47 /- Mean Height:49.70 ft T 1568 /- /- /- /38 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.759 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.919 AH Brg Wid=5.5 Min Req= 1.6(Truss) AA Spacing:24.0" C&C Dist a:6.05 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.895 Brg Wid=5.5 Min Req= 1.6(Truss) Y Brg Wid=5.5 Min Req= 1.7(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) T Brg Wid=5.5 Min Req= 1.7(Truss) GCpi:0.18 Plate Type(s): Bearings AH,AA,Y,&T are a rigid surface. Wind Duration:1.60 IWAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Purlins Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 In lieu of structural panels use purlins to brace all flat Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 B1,B6 2x4 DF-L#2; TC @ 24"oc. C-D 48-1188 J-K 407 -9 Webs 2x4 HF#2 W1,W2,W3,W20,W21, D-E 41 -1089 K-L 437 -10 W22 2x4 HF Standard+HF Stud;W10, Wind W 15 2x4 DF-L#2; E-F 24 -963 L-M 439 -10 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'Wind loads and reactions based on MWFRS. F-G 28 -620 N-O 20 -797 Wind loading based on both gable and hip roof types. H-I 407 -9 O-P 34 -923 Bracing I-J 407 -9 P-Q 46 -1199 (a)Continuous lateral restraint equally spaced on member. Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) AF-AE 1021 0 Z-Y 40 396 TC:From 80 plf at -2.00 to 80 plf at 62.49 AE-AD 906 0 X-W 753 0 BC:From 20 plf at -2.00 to 20 plf at 62.49 AD-AC 906 0 W-V 753 0 BC: 190 lb Conc.Load at 52.43,56.43 AC-AB 495 0 V-U 1025 0 AA-Z 40 -396 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Loading ��,�p PROFFS Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. may', G t M 6'j0 AG-AH 51 -1421 H-AA 40 -1443 AG-C 60-1402 Y-M 30 -1360 Drifting snow load has been considered for only tuO 1957511` C-AF 1105 0 L-Y 61 -493 n plane loading as follows: r „ AF-D 154 -387 M-X 898 0 Location Lul Lu2 Height Pd W AE-F 576 0 X-N 35 964 Where:Lul=leeward distance,Lu2=windward distance ( l `r Y/ F-AC 25 -746 N-VN 600 0 Pd=max applied load,W=length of applied load. I AC-G 883 0 4! r*N 9gi3 0Truss checked for 500#dead movable load along OREGON -4 G-AB 26-1014 0% • 65 '146"c-' Bottom Chord,between 0-0-0 to 60-5-14, 1 "en 1990 Q' AB-H 1018 0 S T: 5& 1480 non-concurrent with any other live loads. RQ ,20, �� CD W. ia..,,,eu,,,g".t1 n...x:ee,,s. Renews 6(30/2023 C.s.rtg s.,3ctura Engi...s **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 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 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ITN CpMyANY truss in conformance with ANSI/?PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave ' listing this drawing indicates acceptance of professional enq_Ineenng responsibility solely-for the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277633 COMN Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T149 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1518.06750 Page 2 of 2 Truss Label: CGR BFR / GWH 04/04/2022 Additional Notes WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. PROp-k. G►?Vic 'O 14// 19575 - 411044,1 OREGON nECTMauFueueai.r.�..uEv:r�vtµ"taoNuem .pR $n.20,1s9a `iP OL D W.N N,a"n,s h/e,sn,t Asanelsws..tnc. Renews 6/30/2023 c*mmnng so-„ctwt e,gmnars **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, ry handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Comeilus OR 97113 Component Safety Information,by TPI and SBCA)for safety practices onor to performing these functions. Installers shall provide tempora (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have prope y 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 B3,87 or B10, 4. as applicable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buiidin 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 trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibilitysolely'or the design shown,The suitability and use of this drawing for any sttr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 . SEQN:277642 SPEC 1 Ply: 1 Job Number: 0122135 Dust:R 7175 JRef:1Xef71750002 7109 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1518.29373 Truss Label: CGR1 BFR / GWH 04/04/2022 I 15'"11 ,3.1'11"41_37'1110 56' I I 64'5"14 2'6 14"10 3'3"8 4 2'318 4'4"1 8'10'1 12'101 21'11"4 26'3"1 30'6'1 33'10"2 42'10"13 49'5'7 52 662'2'6 F. -4'4"1 4'5"51- 4' 'I F6'6"9 I 4'4"913 4'2"1,3 I j "t4 I- 5'9"3 I- 6.6"9 I- 2'69 I' 6'2'6 =6X8 =4X5 1111.5X4X8 4x5 1111.5X4 =6x8 G H I J K L M 12 /''� \ 4X5 �� 5 ' s'H0308 Fi%��� 1'\ •\\ %!\\ /� ��\�N H0308 / \\1 W 15/ ij ia4X6 Ti„%�%� \\\ \`�(a) (a) ((a)/ \(a11 (a��, �/� '���P 3 , � l �. (a) \�t(a) \, i �� \ i i / (eyij„T.� A `\ W2 \\�'\ Vs `\ / ��/7f 5 ct B1 A • X �� \\' •\ \\ �,:=�� S 05 ro ................... i L l 1113X7(E5) ,.._.._--- ........----...---- ............ ............m--.._.............._..__._ ..--------....._W....._ - _-- -............................._ = ----=W22 E 19 AG 4X5 AD 4X5 A9 AA =4X8 =4X8 III4X5 V =4X5 3X5(A1) III2X4 = sa 5X7 =0.5X7 r'-4'1"4 A 26'4'6 ,,- 6'9" A 25'3"4 A 2 1 I 4'1'41 4'5"51 6'6"9 I 6'6"9 I 2'5 j 1 4'6"5 1 67" i 5'4"4 1 66"9 I 6'6"9 1 6'2'6 1 3.14 4'1'4 8'6"9 15'1"3 21'7"12 24'"4 30'6"10 3T1"10 42'S"14 49'815 56'3"8 62'514 '5"14 1'�11"1 7 1' "2 L26'0"5 t4 '2"5 h84'2. Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.109 A 465 360 Loc .R+......../..R- _...._/Rh..............._/Rw...__.._ ............_JRL............ BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.219 A 232 240 AG 1616 /- /- /117 /- /25 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.057 AF - - Z 1594 I- l- /109 I- /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:15.00 ft HORZ(TL): 0.114 AF - - Y 2601 /- /- /80 /- /- NCBCLL: 0.00 Building Code: Creep Factor:2.0 T 1775 /- /- !66 !- /- TCDL:6.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.759 AG Brg Wid=5.5 Min Req= 1.7(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.895 Z Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:5.84 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.951 Y Brg Wid=5.5 Min Req= 2.4(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) T Brg Wid=5.5 Min Req= 1.9(Truss) GCpi:0.18 Plate Type(s) Bearings AG,Z,Y,&T are a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.006.1108.20 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 T1 2x4 DF-L 2400f-2.0E; Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 B1 2x4 DF-L 2400f-2.0E; Wind loading based on both gable and hip roof types. B-C 398 0 L-M 447 0 B5 2x4 DF-L#2; Webs 2x4HF#2W2,W3,W20,W21, C-0 0 -699 M-N 0 -535 W22 2x4 HF Standard+HF Stud; Additional Notes D-E 0 -918 N-O 0 -1118 1 W15 2x4 DF-L 2400f-2.0E; WARNING:Furnish a copy of this DWG to the E-F 0 -801 O-P 0 -1244 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938,installation contractor.Failure to follow provisions of F-G 0 -591 P-Q 0 -1424 BCSI in handling and installation of trusses can result K-L 444 0 Bracing in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See (a)Continuous lateral restraint equally spaced on "WARNING"note below.BCSI recommends retaining Maximum Bot Chord Forces Per Ply(Ibs) member. a registered professional engineer for the design of Chords Tens.Comp. Chords Tens. Comp. temporary bracing. Special Loads AE-AD 623 0 Z-Y 8 -377 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) AD-AC 758 0 W-V 1044 0 TC:From 80 plf at -4.10 to 80 plf at 60.39 AC-AB 491 0 V-U 1238 0 BC:From 20 plf at -4.10 to 20 plf at 60.39 AB-AA 491 0 BC: 182 lb Conc.Load at 34.32,38.32,42.32 BC: 190 lb Conc.Load at 46.32,50.32,54.32 Maximum Web Forces Per Ply(lbs) Plating Notes Webs Tens.Comp. Webs Tens. Comp. All plates are 3X5 except as noted. 299 ����0 PROFk'o AF-AG 0 AF-C 0 -1587 L-Y 9 7 H-Z 0 11299 Loang C Trruss designed for unbalanced snow loads. C2�y �19575 FA /O9 AEAD 1010 0 -599 M-W 13410 1n0 AD-F 413 -30 W-N 0 -1138 Truss checked for 500#dead movable load along F-AC 0 -592 N-V 614 0 Bottom Chord,between 0-0-0 to 58 4-10, , 1 i AC-G 771 0 U-V 1387 0 non-concurrent with any other live loads. OREGON G-AA 0 _866 FG. .1,19iTiltrttlfRO Purlins 0 -.1 AA-H 884 0 5=T ' "�tT =1'�£'i' In lieu of structural panels use purlins to brace all flat °^'sa,tees V. TC @ 24"oc. 4R0L D 0).NA-- 4... _ a.*am.S UMen u,u M.O...Int Renews 6(30/2023 con.ui"+ng stru<mrae£nglnoars **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 comelius OR 97113 Component Safety Information,by TPI and SBCA)tar safety practices prior to performing these functions. Installers shall provide temporaryi (503)357-2116 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buiiding_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,I,,,<<,M",,,v truss in conformance with ANSUTPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawi , n or cover page 155 Harlem Ave listing this drawing, indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:277656 MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T119 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1518.38917 I Truss Label: CGR2 BFR / GWH 04/04/2022 1'3'R N'1M1...................._. 1Y17 15'a•11 2Vd^,0 S ...._...73'B..�..._____..____......._fi E'9. .-f......_....... .2....... ................3._..__-I'"'__...__..__..d'i,'i6................i2 III 5% GdH A46 'J s p aos / / \\ j J/� \\ (a) muS axs /% \\ \�ta) T 3%5` W3 A JJ �:� \�•\ \\\\`\\`\\ T FE'i 113%1(E5) W1 ��` \\ \ \, 1 _ N l B2 K CAW,III3%5 e3%s a3%5 4—2'—1-- 16'uu A On , H..—.:—__-I'..............................._BKS........_.__........._-f-. 657_................_..__. ____................+. 51.11 2071a I 3 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.026 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.051 D 999 240 N 1501 /- /- I- /75 /47 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.009 H I 1329 /- 1- /- /77 /- Des Ld: 49.00 EXP:B Kzt:NA Mean Height:47.24 ft HORZ(TL): 0.021 M - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 N Brg Wid=5.5 Min Req= 1.6(Truss) TCDL:6.0 psf I BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.587 = Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.897 Bearing N is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.619 Members not listed have forces less than 375# Loc.from endwall:Any FTlRT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 C-D 82-1169 E-F 40 -688 Lumber D-E 57 -791 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per PlyIbs Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; ( ) Webs 2x4 HF#2 W1,W2,W3 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud; L-K 991 -63 K-J 614 -37 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp: member. M-N 94-1404 D-K 37 -497 Special Loads M-C 104-1384 K-F 790 0 C-L 1086 -28 F-J 73 -1214 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 80 plf at -2.00 to 80 plf at 18.61 BC:From 20 plf at -2.00 to 20 plf at 18.61 BC: 190 lb Conc.Load at 4.06,8.06,12.06,16.06 Loading Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 19-2-6, non-concurrent with any other live loads. Aso PROF Wind q�G SSA Wind loads and reactions based on MWFRS. C., lxG t N E % Right end vertical not exposed to wind pressure. • 19575 y Wind loading based on both gable and hip roof types. # �„ 4l :*".. DEFERRED SUMO,.REV:EW THIRD NUM, OREGON 4 en.20,1941 Q •o ro -OLD vv.Ni— uw Wram*,P.HI s w.it Mum... Renews 6/30/2023 con.wtlnq structural Engineers. *'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 pnor to performing these functions. Installers shall provide temporary (503)357-2116 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. 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.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,H,Y ,re,,,q„y i truss in conformance with ANSI T PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this 155 Harlem Ave drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277751/ COMN Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T31 1 FROM:MG Qty: 14 Terrace Glen East DrwNo: 094.22.0830.06865 I Truss Label: CCAP / GWH 04/04/2022 5'11"4 10'5"12 15'0"3 20'11"7 H5 11"4 -1 4,6"7 -I- 4'6"7 I- 5,11"4 '.4X5 C T 12 1>- ----`--- 5 `. 1.5X4 / \\r 1.5X4 v v G F =3X7 =3X5 f 20'11'7 H 10'5"12 1'6"4'" 8'11"7 10'5"12 12' 20'11"7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.039 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.068 A 999 240 H* 82 /- /- /48 /6 /2 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 A - - G /-107 EXP:B Kzt:NA Des Ld: 49.00 Mean Height:49.70 ft `—" HORZ(TL): 0.018 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 H Brg Wid=251 Min Req= - TCDL 6.0 psf BearingH is rigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.559 a g Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.237 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.09 ft Rep Fac:Yes Max Web CSI: 0.332 Maximum Top Chord Forces Per Ply(ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 779 -89 C-D 779 -90 Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 DF-L#2 B-G 212 -606 G-D 213 -600 Webs 2x4:HF Standard+HF Stud: C-G 131 -827 Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Refer to DWG P8115160118 for piggyback details. Brace top chord of support truss with 2X4 puffins spaced 24"o/c max.Align upper and lower trusses and support upper truss on the puffins. ���E0 QROFFss ,� GtNF �O O 19575 �� y 0001. VA 'y OREGON J onrrrureu*e srr4.REY£W i.NIRg"ARM -''°1-D W.1�►� Z.rnt ° M Renews 673012023 torr Ao.rs al"Aa.«iawa.Inc. Cansutti,g ShildWtl f"ginears **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safetyP practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracingp installed per BCSI sections B3,B7 or 810, �� as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,rYCpMyA„y truss in conformance with ANSI/TPI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown,The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUfPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:273097/ MONO Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T141 FROM:MG Qty: 4 Terrace Glen East DrwNo: 094.22.0830.07224 Truss Label: C3CAP BFR / GWH 04/04/2022 5'4' 12'0"13 F 5'4" 1 6'8'13 1111.5X4 A 12 \•�III7.5jC4 0 • ttss —OM E III 1.5X4 D 1111.5X4 ..........................................._....._— —_-..._....................................I '' .._..........__._._._.__............_5.4".........._..........___.......--- ..............._......._6'8'13.------ 5'4' +_--- 12'0"13 H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.043 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.072 C 999 240 E` 84 /- /- /51 /9 /10 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.014 C - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA ___.... HORZ(TL): 0.024 C - - E Brg Wid=144 Min Req= - ............................................................ Mean Height:54.74 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing E is a rigid surface. TCDL:6.0 psf 2.0 psf IBC 2018 Max TC CSI: 0.670 Members not listed have forces less than 375# Soffit: 2.00 BCDL: Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.285 Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.128 Webs Tens.Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) D-B 218 -548 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Refer to DWG PB115160118 for piggyback details. PROFESS' , G t N EEC ' 19575 9 t t�,6 4 OREGON QUEUED£UKM TK.REY£W TNIRDNA$iTY) ■ "8n.20,'046 t ... rOCD W.�� r ., Renews 6130/2023 K,m,w s. ma n.a .n.In CenuiKng Strutter&En91"ce,s *'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 SCSI(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 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 B3,87 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. efer to ALPINE' drawings 160A-Z for standard plate positi fons.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown,The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:271957/ COMN Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T25 1 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02762 Truss Label: C4CAP / GWH 04/04/2022 611"5 10'592 15'0"3 20'11"7 H 5'11"5 I 4'6"7 4'6"7 5'11"4 =4X5 C 12 // .-\ 5 C. "4 1 5BX4 - . ~--' _-, s 1.5DX4 // v 3AX5(D1) �--� / 3X5(D1) - E TTT' H G F --3X7 =3X5 H ------- 20'11"7 ----H 10'5"12 1'6"4 8'11"7 10'5"12 12' 20'11"7 --I, Loading Criteria(pat) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.041 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.068 A 999 240 H* 79 /- /- /48 /8 /2 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 A - - G /-153 Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.018 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:49.77 ft TCDL 6.0 psf Building Code: Creep Factor:2.0 H Brg Wid=251 Min Req= - BearingH is rigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.558 a 9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.235 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.332 Maximum Top Chord Forces Per Ply(ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): B-C 773 -114 C-D 774 -101 Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B-G 181 -606 G-D 178 -598 Webs 2x4:HF Standard+HF Stud: C-G 145 -823 Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. i ,c'N- PROF�Sii3O ' ,� Gth o !(/ . 19576 �� 9 ur I OREGON OEfEl..&AMMANNEVEWCr"Rof+ani 0 Q Si `nn.20 1 ,VP- Q, 9�0L D W•�� ems,, ..,. Renews 6/30/2023 xrae,s arn,,and Marxist*,mC. ComWring Srr„ctur&Engin.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. `*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practicesnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall haveproperlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral resraint of webs shall have bracing installed per BCSI sections 53,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITN Cc rev xwA truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 01811NiiA4ttltitidita.{644411 i{ldktikkitiHUUiFitrnt“ A...Hats .,4rN.4tU i......faa “i.t.o.. 4.....ahYNNi!}tiY3llitilAYikW/jiitifiti#JI Hl a.....4“. er sir..44 Ndi,kliUNa f...Lii>kkillkilifdAxN4011tiNdWtlkiNlt»{!kittL[iiiil OROOtatilltki b i.ti MiiYatts: SEQN:259978/ GABL Ply: 1 Job Number: 0122135 Cost:R 7175 JRef:1Xef71750002 T18 I FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.03357 Truss Label: CGECAP / GWH 04/04/2022 4'9" -i. 9'3"7 13'9"14 18'6"14 18'6"14 4'9" 4'6"7 4'6"7 4'9" J' F 3'9"12 1'4"H 4G5 (TYP) 12 %'' � 5 (-% E/ . I o M ( ) /. /. X. AB ,��tt �,. '-- .-:,\=3X5(D1) 3X5 D1 M..-- Ali�'�'u a . [I _-....1 11 Q 0 u' --' —„ — -ems AE C�.__..__...__._.... ———— - - ————:) S R Q ''-3X7 H............ __.._.._...__...._.__....--- — 18'6"14•-- H 9'3"7 9'3"7 ' 9'3"7 , 18'6"14 18'6"14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.005 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.017 F 999 240 AE*197 /- /- /63 /10 /3 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 H - - S (-135 Des Ld: 49.00 EXP:B Kzt:NA ----__..._.._......_........_........_......................._...........HORZ(TL): 0.006 H - - Q /-135 Mean Height:49.70 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.261 AE Brg Wid=222 Min Req= - BCDL:4.2 psf Bearing AE is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.135 RepFac:Varies byLd Case Max Web CSI: 0.483 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:4.09 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 G-R 10 -466 Lumber Top chord 2x4 DF-L#2 Maximum Gable Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Gables Tens.Comp. Gables Tens. Comp. Webs 2x4:HF Standard+HF Stud: E-X 120 -559 AB-Q 144 -659 Plating Notes S-X 144 -652 AB-I 121 -566 All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. �C1��� PROFESS Wind loading based on both gable and hip roof types. O`t,, vkG I Ni S- �OZ Additional Notes to 19575 7 See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. (yr 0 . i OREGON r nrnsn osuavnu.nnvew THIxonny, 0 44 an.20, � 9 Q" ' r 199OL© W•N� "',n Renews 6'3012023 u." n"ni..nina A.ao xu".mt. c*nsu"ing st.,cwnl tnq,,t **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 SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety actices Prior to perforing these functions. Installers shall provide temporary (503)357-2118 bracing er BCSI.Unless noted otherwise,top chord shall have ropery 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. Appl plates to each face o truss and position as shown above and on the Joint"Details, unless noted otherwise. tRefer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall no/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 trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of this drawing for any siructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:259976/ COMN Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1 Xef71 750002 T7 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06179 Page 1 of 2 Truss Label: CGE1 I GWH 04/04/2022 2T7"1 31'1�p°2 35'10'11 r 3'3'4 7......3'3'8' I...1 6'10°1 13'4'11 21'1"9 24'3'13 2'6"10 35'P1 39'8' 4T5"7 sir' 60'5'14 1........__...6'10"1....". ...............6'6.9.........�....................T8'14 '3'24 11 °9 ' 3'3 8 ........3'9.1 ....................T8'14.._._+—_6'6°9_.....'{"_.__6'514.....� if 41 P) =6X8 _ 3X5 3X5 4313X73X58 2" X 4 % 5 03X5 r03X5 =3X5 4'3X5 4+3X5 3X5 2X4 S V X Y Z AA AB AD +d"3X7 — r'3X5123X7 1111.554 ) 12, .. _..___._..}�_._..._ T _�.._ `2X4t5 XX77 1 /�' J 28H0308 '3X5 J JJJ�L 41 \\W17 W211/ ` W22 // ���""»���� AM=5X7 �L (a)r11 3X5 tr n,6 -- (e)(a) (a)�,(a) (a)J,,/ \,,(ja (e1�(e w25 �� 1 (i �� :2za(q Aj �-�' (a) .(a) W1 1t1 w16,.01 ,, W , / za (a/ (a cz It,1—"c�AT � -- ��,J,�� ` ) wg " W10 ,1 \\ �J/ 1\ ;'1!! W21, w3tiL/ -- D:,,W, W�Vti, \ 15 / \ %J z% N I112X4BJ 1 u/4X8 =5X7 -3X5 =5X7 =3X5 =3X5 4X8 =5XB7 -4X8 —3X5 _AY _3X _X5 AV 02(4 =3X5 III2X4 ......_...---...............---"._.._......_....._...________...-----...............................................................60'5'14........................................................._..._........._....._.....___._-____..._..................................................._.__...—I 1'4 6'6°9 7894 3'2° 6'7° 4'10'6 7'8'14 6'6"9 6'2'6 1"4 I 13'1'3 20'10'1 i 24'0' F 35'1"10 I 40' 4T8"15 54'3"8 60'5'14H Ors I 4'6"5 I 6'6"9 28'6"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std; ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt:10.5 Ce:1.0 VERT LL: 0.054 AG 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.107 AG 999 240 BJ*100 I- I- /51 I- /3 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.019 AG - - BJ /-343 EXP:B Kzt:NA Des Ld: 49.00 Mean Height:49.70 ft T._...._ — ---- HORZ(TL): 0.039 AG - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 BJ Brg Wid=725 Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.296 Bearing BJ is a rigid surface. ' Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.864 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:6.05 ft Rep Fac:Varies by Ld Case Max.Web CSI: 0.817 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) { GCpi:0.18 Plate Type(s): —__-- BI-BH 537 -84 Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.0013.1108.20 Lumber Wind Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Wind loads based on MWFRS with additional C&C Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x6 DF-L#2 member design. BI-BN 100 -626 DG-AW 50 -420 Webs 2x4:HF Standard+HF Stud:W3,W4,W7,W8, End verticals not exposed to wind pressure. CZ-AX 76 -437 W11,W12,W15,W18,W23,W26,W28,W30,W32,W34, W36 2x6 HF#2;W6,W9,W10,W13,W14,W16,W17,W19,WXind loading based on both gable and hip roof types. W21,W22,W24,W25,W27,W29,W31 2x4 HF#2; Loading Bracing Gable end supports 8"max rake overhang.Top (a)Continuous lateral restraint equally spaced on chord must not be cut or notched.No outlookers. member. Plating Notes All plates are 1.5X4 except as noted. (**)4 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Loading Truss designed for unbalanced snow loads. Truss checked for 500#dead movable load along eO PROF Bottom Chord,non-concurrent with any other live ,`�G'E.' 'SA, loads. 4' yGtNE'F "1) 0 l' 1 PUrOnS 1(/ • 19575 'p In lieu of structural panels use purlins to brace all flat AO' TC @ 24"oc. $a` ;i0,' # DEFERRED SUMIIt(*L AEKEW THWD roam Brace all exposed vertical surfaces for lateral OREGON wind forces.Anchor the perimeter of exposed �i ..t vertical surfaces and support lower roof using 4R 44.20,18' 4Q OLD vv. ,.. sistered truss or nailer at edge of lower roof O N diaphragm.All diaphragms,braces,and connec- HCQ UW,,,,,a,„a„., ,"m i tions shall be designed by the engineer of record. Renews 8130,2023 DgStrucNnl E" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,C,,Y„r* truss in conformance with ANSI/PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawi 4H n or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259976 / COMN Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T7 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06179 Page 2 of 2 Truss Label: CGE1 / GWH 04/04/2022 Additional Notes See DWGS A20030ENC160118&GBLLETIN0118 for gable wind bracing and other requirements. WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of SCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. PROpp`S'S GtNE -0 1,4 19575 �� y P OREGON DEFERRED s;IBMItt c.R(ENEW(TMIRA YFRTT) 1.t an.20,1990 ' !Q LLD W•N "..,. Renews 6130/2023 C*nau"mg so-"dune Enymcan **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P o.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 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 B3,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positi fons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg_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 bracingof trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solelylor 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:269826/ SPEC Ply: 1 I Job Number: 0122135 Oust R 7175 JRef:1Xef71750002 T46 / FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.06055 Truss Label: D / GWH 04/04/2022 ......22'3388+.........................._698''8............_� _._..._..-154 1122 I 13T .28 I'" 23 61." _...._..._.-....._28Te4....._.._._. ._...._-'33'08'e12 I 3438S8 III4X5 N 81.5X4 �i '+� 1112x4 .97FL5 / 12 j,1 / \ 5 i37D(6 (a) \\lal 12 ofSe / \ ta) / 1` ws J �� wa \ 03415 �i w4 \ �---w= A c3X5(A1)III7.SX4 B7 NE5X7 eg4X5 s3X5 =3X7 113X5.8 13X5 O =4x5 I 88'e j 18'9'4 A 6'11.12--i F 2'19 seri2 i 5'9'12 I 672 _}1TI10 5'24 T3.4 71'1 $'8.8 14'6'4 20'9'8 22' 27.2.4 34'5°8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity I TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0 037 P 999 360 Loc R+ J R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.074 P 999 240 O 1995 J- !- /1130 /- /289 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.011 H K 1173 (- I- /616 /89 /- Des Ld: 49.00 EXP:B Kzt:NA ____._. _HORZ(TL): 0.021 H - - Q 634 /- /- /139 /53 /- Mean Height:47.04 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.715 0 Brg Wid=5.5 Min Req= 2.1(Truss) BCDL:4.2 psf K Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.919 Q Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.877 Bearings 0,K,&Q are a rigid surface. Loc,from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate TYpe(s)- ____........ Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 1116 -257 D-E 5 -469 Top chord 2x4 DF-L#2 C-D 67 -485 E-F 20 -432 Bot chord 2x6 DF-L#2 B1 2x4 DF-L#2; Webs 2x4 HF#2 W1,W2,W3,W4,W5 2x4 HF Standard+ HF Stud; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing -........ (a)Continuous lateral restraint equally spaced on -N - M-L 387 -110 N member. -M 412 -183 83 L-K 387 -110 Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. P Truss checked for 500#dead movable load along B-O 293 -932 M-F 513 -29 Bottom Chord,non-concurrent with any other live O-C 185-1713 F-K 145 -664 loads. C-N 1245 -57 G-K 103 -429 N-D 100 -604 I-J 56 -556 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 4�e0 PROp,t, .� � ‘AG �O �� • 19575( 6f /'' DEFERRED SUBMIT?.xEVxW UMW)PARTY) OREGON a I, �L�5n.20,19- !Q z C. db©f.D W N _ «.. Kn*ner 0MMn and Asanrlawm.Inc. Renews 6/30/2023 Co"suning Structure EnglReon **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building come ius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bran installed per BCSI sections B3,B7 or B10, as applicable. Applyci plates to each face of truss and position as shown above and on the JoinfFDetails, unless noted otherwise. refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg__Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ♦4 I,li M A, truss in conformance with ANSITTPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of This drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10-, For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 rrr..r.�r SEQN:277741/ SPEC I Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T44 / FROM:MG Qty: 60 Terrace Glen East DrwNo: 094.22.0830.02934 Truss Label: 01 / GWH 04/04/2022 6'6110 129'12 1^tt"8 19'0"^4 252"4 28'9" 32'5'8 l 8'6't0 I ._...._6'9'2.._..............},..........31'^'Z3�...........3'i6 2616 _.I._. 3264;2_4............_3.8_g--1 1114%5 H III1.Cx4��jl \\—,�,`.IW2x4 _. / \1 6 Fir,,i' i/ 1 /�� / \1 12 `a 35..5 \s\ // \11 ,-,ice `�\ (a) 1 ,y(a) .3X5 ,�(a�\ \ c...i W5 %/ \/" 06 \, ,/ \ i� w3 i/Ii \�� ii �`\W4 \ � W2p�� , i a 1i III3x5 III458 =3X5 =4%5 t X=3 II10 1113x7 M n4X5 i 255'12 * 8'11112—i 6'3'2 832 T3^4 T ! - + 123a —+ I18'916220'I0 252'4 I 63 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in ioc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.056 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.111 N 999 240 p 1384 /- I- /705 /12 /286 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.017 H - - K 1950 /- /- /1031 /102 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.04 ft •HORZ(TL): 0.034 H - - Q 533 /-67 I- /38 /39 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf P BrgWid=5.5 Min Req1.5 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSL 0.486 = (Truss) TPI Std: 2014 Max BC CSI: 0.979 K Brg Wid=5.5 Min Req= 1.7(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Q Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.785 Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings P,K,&Q are a rigid surface. GCpi: Plate :4(0)/ ): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 31 -1809 D-E 11 -741 Top chord 2x4 DF-L#2 C-D 33-1390 E-F 27 -642 Bot chord 2x6 DF-L#2 Webs 2x4 HF#2 W t 2x6 HF#2;W2,W3,W4, Maximum Bot Chord Forces Per PlyIbs W 5 2x4 HF Standard+HF Stud; ( ) Chords Tens.Comp. Chords Tens. Comp. Bracing __......................... (a)Continuous lateral restraint equally spaced on - 1 - M-L 575 -102 N member. -M 1180 80 -1881 L-K 575 -102 Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. Wind B-P 82-1317 D-M 113 -863 B-0 1488 0 M-F 941 -36 Wind loads based on MWFRS with additional C&C 0-C 401 -117 F-K 151 -1217 member design. C-N 93 -659 G-K 104 -434 End verticals not exposed to wind pressure. N-D 695 0 Wind loading based on both gable and hip roof types. ��.OPROp�S , O t N `r� 9� 0 O 19575 �'Q • r Cfrof OREGON v 88 85805 im*t.*uoww. ro 5faxrri 9 en.20,igg A T . ..a -OLD w.r`` Renews 6/30/2023 ...wx.'N » 5w ambrs **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. "*IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted o herwise,top chord shall have roperly 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 1310, as applicable. Apply plates to each face of truss and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN IT,COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277743/ MONO Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T51 / FROM:MG Qty: 47 Terrace Glen East DrwNo: 094.22.0830.02981 Truss Label: D2 / GWH 04/04/2022 r3 8 8.6'10 14'9.12 as-13 ziro is 27'61 2'3'6 6'3.2 6'3'2 3'7"1 2'8'1 65"2 111294 G i/J p 4X5 �� 3X5„ij \\ x\ W9 12 11 ps /%J �\ 5 WT \ wJ 53,, w/l / ...,\ lai \\WB p 415 \�\` \ ii Ai a =2X4(A1) I =5X7 82 64%8 .H0508 3X5 s3 =4X5 NH 113X7 t--r k 25'6" A I r ) 672 ) 3'9'14 264 ! 6'3.2 ! 61'10 r 8'3'2 1r 14'6'4 209'6 27'6' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt 10.5 Ce:1.0 VERT(LL): 0.051 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.090 J 999 240 M 1488 /- I- 1792 /- /292 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.021 G - - N 1275 /- /- /670 /120 1- EXP:B Kzt:NA Des Ld: 49.00 Height:46.36 ft HORZ(TL): 0.041 G - - Wind reactions based on MWFRS Mean Hei NCBCLL:0.00 Mean ei psf Building Code: Creep Factor:2.0 M Brg Wid=5.5 Min Req= 1.6(Truss) TCDLN Brg Wid=5.5 Min Req 1.5(Truss) Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0,777 Bearings M&N are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.982 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.729 Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 B-C 6-1952 D-E 0 -907 Lumber C-D 1 -1552 E-F 0 -795 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. B3 2x6 DF-L SS: P Webs 2x4:HF Standard+HF Stud:W6,W7,W8, M-L 445 -330 J-I 1328 -167 W9 2x4 HF#2; L-K 1724 -249 I-H 735 -89 Bracing K-J 1724 -249 (a)member!Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading M-B 72-1393 J-D 685 0 Truss checked for 500#dead movable load along B-L 1348 0 D-I 113 -847 Bottom Chord,non-concurrent with any other live L-C 379 -137 I-F 919 -19 loads. C-J 96 -633 F-H 151 -1250 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. •ce1EO PRO,- �y GtNE i0 O 19575 F� 9 r OREGON DEFERRED ueM,TTALR5 5W51l50FOAM 1 'fi g0 n.20,1 ' ! -10�0 W•‘'NV •. Km..CNN..ow rua ustos..Inc. Renews 613012023 consulting snocfi,.aa engine.,, **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 Comelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracinginstalled per BCSI sections B3,B7_ or B10, ..4411666. as applicable. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 4N„4;C,:,W.Nr truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit and use of This drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260280/ MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T63 / FROM:MG Qty: 16 Terrace Glen East DrwNo: 094.22.0830.02842 Truss Label: D3 / GWH 04/04/2022 i 4'4.4 I 8'6"10 i '4. '' '" 145'12 18'4'13 21'0'14 I 27'6' 44 426 632 371 218'1 6'5'2 mtx4 I i— 1 yaXS 03X5 //' \ J F J i \\. W9 112 5 L'' ' t5 !- \\\\ "I W7 \\ aj N \\W8 I 05%5 ! 11 �J \`\\� WB \\\ I { A / � .\� -,."\ \. 3X5(A1) I=5X7 .4X5 =5X5 =3%5 e3 -435 HH 83X7 4'0"12 4 235"4 A 68'10450'12 6YB 132'B012 1245'4 I i "'12 3'2 20'9'6 278 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.032 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.067 A 726 240 M 1619 /- I- /884 I- /292 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.012 G - - N 1158 /- /- /599 /122 /- EXP:B Kzt:NA Des Ld: 49.00 ..HORZ(TL): 0.023 G - - Wind reactions based on MWFRS Mean Height:46.36 ft BuildingM BrgWid=5.5 Min Req1.7(Truss) 0.00 TCDL:6.0 psf Code: Creep Factor:2.0 = ( ) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.767 N Brg Wid=5.5 Min Req= 1.5(Truss) TPI Std 2014 Max BC CSI: 0.887 Bearings M&N are a rigid surface. : Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.754 Loc.from endwall:Any FT/RT 4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 A-B 1418 -112 D-E 0 -811 Lumber B-C 8-1222 E-F 0 -699 I C-D 0-1284 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet.B2 2x6 DF-L#2; Maximum Bot Chord Forces Per PlyIbs B3 2x6 DF-L SS; ( ) i Webs 2x4:HF Standard+HF Stud:W6,W7,W8, Chords Tens.Comp. Chords Tens. Comp. W92x4HF#2; A-M 116-1282 K-J 1106 -243 Bracing M-L 0-1124 J-I 1094 -167 (a)Continuous lateral restraint equally spaced on L-K 1106 -243 I-H 649 88 member. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss checked for 500#dead movable load along M-B 78-1501 D-I 113 -689 Bottom Chord,non-concurrent with any other live B-L 1297 0 I-F 819 -20 loads. L-C 89 -487 F-H 150 -1104 Wind J-D 517 -53 Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. .`C.c-e PROpESS/ fy a G t hl O 19575 p ,00 '84 4•_..: r: OREGON DEf6O.)SuaMlrlpl.A WiTll NIQD Y461', en.2e,'199Q' Q' 4 BOLD W•N� � .,. Renews 6/30/2023 xrsm.,11«mm�.min aouw.lm: Cartsuaing Structural Engivaars **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)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have prope y 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 Joint etails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional informati on. 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 Ce.A1, truss in conformance with ANSI/1 Pl 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solelyor the design shown.The suitabiliy and use of this drawing for any stucture is the responsibility of the Building-Designer per ANSI/I-PI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:277747 SPEC Ply: 1 Job Number: 0122135 Cast:R 7175 JRef:1Xef71750002 T60 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1534.50557 Truss Label: DDS BFR / GWH 04/04/2022 I 6'6'13 12'8'15 I 15'1181 190'14+ ' 25'2'4 i 28'9' I 325'8 66'13 67 2 21'9 3'1'6 6'1'8 3'6'12 3'e'8 9880514 ... H 112X4 91.5X4 \' T3 /�'�� ` �' i % J 1 1, ~``9� f \, :epxe Wish A t l sHp9p8 (a)i/ \(a) 12 E \ v 5 C- 4 pXe \\\\ jl/ \\ Wit �� � \\ (a) 'j \\(a)I air W5`\ (a)1 e) (a) / )\(a) \180 \\ �/ W11')\ // w3" (a) \'. // ,1� g4X72/ 1(a) t W4 JO IIIH0310 8FI0710 ""858 68XX8 NI L 82 1115X10 a4X5 w6X10 A 32'5'8 1 2 6'2'11 6'3'1 67'2 1'3' 5'2"4 77'4 6291 I 12'5'12 l 18'8'14 i 20'' 25'2"4 l 328.8 { Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.043 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 F 999 240 P* 123 /- 1- /438 /314 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.187 I - - Q 634 /- /- /4165 /3897 /- EXP:B Kzt:NA Des Ld: 49.00 .HORZ(TL): 0.196 I - - P /-2833 Mean Height:47.04 ft O /-3195 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.757 N l-1105 r Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.902 L /-268 Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.911 J /-3896 Loc.from endwall:Any FT/RT:4(0)/4(0) Wind reactions based on MWFRS GCpi:0.18 Plate Type(s): P Brg Wid=308 Min Req=- Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:21.02.008.1108.20 Q Brg Wid=5.5 Min Req=4.4(Truss) Lumber Additional Notes Bearings P&Q are a rigid surface. Top chord 2x4 DF-L#1&Bet.T3 2x4 DF-L#2; Uplift connections required.See uplifts in R-and U Members not listed have forces less than 375# Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; columns of Maximum Reactions table. Maximum Top Chord Forces Per Ply(Ibs) Webs 2x4 DF-L 2400f-2.0E W 1 2x6 HF#2; Chords Tens.Comp. Chords Tens. Comp. W2 2x4 DF-L#2;W3,W5 2x4 HF#2; A-B 1122-1044 E-F 3898 -3919 W4 2x4 DF-L#1&Bet.;W8 2x6 DF-L 2400f-2.0E;W 10, B-C 4679-4837 F-G 5013 -5054 W 11 2x6 DF-L#2;W 12 2x6 DF-L SS; C-D 5944 -6096 G-H 1713 -1736 Bracing D-E 5595-5691 H-I 2029 -1986 (a)Continuous lateral restraint equally spaced on member. Maximum Bot Chord Forces Per Ply(Ibs) Loading Chords Tens.Comp. Chords Tens. Comp. . Truss transfers a maximum horizontal load of P-O 4053-4026 M-L 709 680 17226#( 500.00 plf)along top chord,from either O-N 2775-2675 L-K 4184 -4155 direction,to supports where indicated.Diaphragm and N-M 2674 -2590 K-J 1158 -1147 connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Maximum Web Forces Per Ply(Ibs) Case 1: 17226 500.00 TC -2.00 32.46 Webs Tens.Comp. Webs Tens. Comp. 17226 670.06 BC 0.00 25.71 Truss designed for unbalanced snow loads. so PROp B-P 2868-3307 M-F 4462 -4740 Truss checked for 500#dead movable load along ,��� FSS, B-O 5323-5272 F-K 4249 -4354 Bottom Chord,non-concurrent with any other live P5 G i N F iO O-C 4190 -4561 G-K 104 431 bads. 14. ,tJ 19575 �iQ ./.,, C-N 4843-4875 K-H 3388 -3552 y' N-D 3780-4070 H-J 4173 -4212 Wind Air D-M 3768-3857 Wind loads based on MWFRS with additional C&C $1!""'u ' member design. O R EGO N OFF MEP SUMM,r'x,xxvxw MORD,MlyI End verticals not exposed to wind pressure. C) a r Wind loading based on both gable and hip roof types. -s.20,1g9� Q' -OLD W'NA- Renews 6/30/2023 KrMnei a«,:*=nr»way'''' canawn,g sa;iclura Fn�,vems **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary) (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properY attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, /1111116 as applicable. AppTy plates to each face of truss and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ccrwrmr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawi AN n or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of tills drawing for any structure is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:269833/ SPEC Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T55 / „ FROM:MG Qty: 4 Terrace Glen East DrwNo: 094.22.0830.05679 Truss Label: DDS1 / GWH 04/04/2022 I % 5 2 Complete Trusses Required I rris _1 16%12 i 15'11.8 i 18'0'14.1 2574 I 28'8' I 325"8 8'8"10 6'3'2 3Y'12 3'1'6 61'6 26"12 3'8"5 1114x5 - H 1111.5X4 J�// 82X4 i!� // \\`•�'''-.1 - /% it ,\1 'J, / I ),1wi1 r 5 p \\, W8 /7 1 D W 7 \� 1a1 f f ,�1"i // \�� // s 3X5 / \s\ wiyNNi/ \ �I ,1 %%/�.. W9 � 1// );, ;5 12,�� W3 \-�\,,W4 `x /// 1``, ll . F J 111 ----L.--i1 , I \II i �' lid• .. : - ii _ 11114 0 3 1 0r) 111880812 =3x5 -3%5 4Xe 1113X18J0 '4X5 t...........................................-_.....................................................25'5"12....................................................................................................IL-...................6'11'12......._..._.....i I'-2 I 672 I '" 67"2 i 672 i 1710 574 1 T3"4 - 632 126'4 1576 22 2574 3257 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.129 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.141 D 999 240 P 1386 /- /- /7671 /6256 /17226 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.215 H - - K 1941 /- /- /3616 /1633 /- EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.236 H - - Q 535 /-65 I- /3991 /3920 /- Mean Height:47.04 ft BuildingWind reactions based on MWFRS NC6CLL:0.00 TCDL:6.0 psf Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.829 P Brg Wid=5.5 Min Req=4.1(Truss) BCDL.4.2 psf K Brg Wid=5.5 Min Req= 1.6(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.951 Q Brg Wid=5.5 Min Req= 2.1(Truss) Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.921 Bearings P,K,&Q are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate TYpe(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading A-B 561 -522 E-F 3015 -3331 Top chord 2x4 DF-L#2 Truss transfers a maximum horizontal load of B-C 5533-6425 F-G 2580 -2548 Bot chord 2x6 DF-L#2 17226#( 500.00 plf)along top chord,from either C-D 4962-5640 G-H 931 -890 Webs 2x6 HF#2 W3,W4,W5 2x4 HF Standard+ direction,to supports where indicated.Diaphragm and D-E 3864-4217 H-I 1015 -993 HF Stud;W6,W7,W9 2x4 HF#2;W8,W 10 2x4 DF-L#2; connections are to be designed by Engineer of Record. W 11 2x4 DF-L#1&Bet.; Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 17226 500.00 TC -2.00 32.46 Maximum Bot Chord Forces Per Ply(Ibs) Bracing 17226 BC 0.00 Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on Truss designed for unbalanced snow loads. P-O 8396-8367 M-L 1326 -1046 member. Truss checked for 500#dead movable load along O-N 2933-2146 L-K 1326 -1046 Naiinote Bottom Chord,non-concurrent with any other live N-M 1864-1281 K-J 1097 -1130 loads. Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 6.00"o.c. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails B-P 3117-3767 D-M 336 756 in each row to avoid splitting. B-O 6237-5469 M-F 587 -133 O-C 979 -969 F-K 75 -644 Plating Notes C-N 995-1224 K-H 1553 -1734 (**)1 plate(s)require special positioning.Refer to N-D 691 -451 H-J 2055 -1995 scaled plate plot details for special positioning .,ep PROF, requirements. •c4 SS, �� �C,irste �O Wind loads based on MWFRS with additional C&C L✓O 99575 r i member design. End verticals not exposed to wind pressure. 1,404. * it I oEFERXEG.:J13411tT....W ttNiRo PARTY; Wind loading based on both gable and hip roof types. OREGON ■ x.1p Additional Notes '9 eR.20,1990 4,.Y.. Uplift connections required.See uplifts in R-and U .OLD W'� k: .n*A.4Aa .:.( columns of Maximum Reactions table. Renewssl3Qzoz3 *am.Gehl., **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 SCSI(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 bracing per BCSI.Unless noted otherwise,top chord shall have prope y 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 610, / as applicable. App plates to each face of truss and position as shown above and on the JoinfDetaiis, unless noted otherwise. R � Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg,�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,,,,C,,M,A,,r truss in conformance with ANSI/-PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing, indicates acceptance of professional engineering responsibility solelyor the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:277678/ SPEC Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 798 I FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.06771 Page 1 of 2 Truss Label: DDS2 / GWH 04/04/2022 I `' ; 2 Complete Trusses Required 6510 I 17712 i 18512 191'0"6"14 2574 I 392 I 375 6510 63-2 6'76 1114x5 - f W9( \\\ -�' \; W6 \\\ \ n A - n liI - IIIH0310(..) 111860812 =355 =3X5 =dx8 23910'a m425 ...............................................................................................2S5'12........._.................................................._.......__..__...............-.-i....................611.12......_..._.._..i 2, I 6'3.2 I 61.2 672 11'7110 574 I 71'4 6'3'2 176'4 18'6'6 20' 2574 375'8 i Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) 9 TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in lac L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.129 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.141 D 999 240 p 1603 /- /- /7671 /6256 /17226 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.215 H - - K 2269 /- /- /3616 /1633 /- EXP:B Kzt:NA .HORZ TL: 0.236 H - - Q 517 /-144 /- /3991 /3920 /- Des Ld: 49.00 Mean Height:47.04 ft ( ) NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.829 P Brg Wid=5.5 Min Req=4.1(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.951 K Brg Wid=5.5 Min Req= 1.6(Truss) 2.1 Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.921 Q Brg Wid=5.5 Min Req=surface. (Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings P.K,&Q are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading A-B 561 -522 E-F 3015 -3331 Top chord 2x4 DF-L#2 Truss transfers a maximum horizontal load of B-C 5533-6425 F-G 2580 -2548 Bot chord 2x6 DF-L#2 17226#( 500.00 pit)along top chord,from either C-D 4962-5640 G-H 931 -890 Webs 2x6 HF#2 W3,W4,W5 2x4 HF Standard+ direction,to supports where indicated.Diaphragm and D-E 3864-4217 H-I 1015 -993 HF Stud;W6,W7,W9 2x4 HF#2;W8,W10 2x4 DF-L#2; connections are to be designed by Engineer of Record. W 11 2x4 DF-L#1&Bet.; Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 17226 500.00 TC -2.00 32.46 Maximum Bot Chord Forces Per Ply(Ibs) Bracing 17226 BC 0.00 Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on Truss checked for 500#dead movable load along p-O 8396-8367 M-L 1326 -1046 member. Bottom Chord,non-concurrent with any other live O-N 2933-2146 L-K 1326 -1046 loads.Nailnote N-M 1864 -1281 K-J 1097 -1130 Nail Schedule:0.120"x3",min.nails Additional Notes Top Chord:1 Row @ 6.00"o.c. Uplift connections required.See uplifts in R-and U Maximum Web Forces Per Ply(lbs) Bot Chord:1 Row @12.00"o.c. columns of Maximum Reactions table. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails B-P 3117-3767 D-M 336 756 in each row to avoid splitting. B-0 6237-5469 M-F 587 -133 0-C 979 -969 F-K 38 -741 Special Loads C-N 995-1224 K-H 1553 -1734 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) N-D 691 -451 H-J 2055 -1995 TC:From BC:From 80 4 plf at -2.00 to lf at -2.00 to 80 4 plf at lf at 32.46 0.00 ���'�O PROF'Ss, BC:From 20 plf at 0.00 to 20 plf at 32.46 .3 G t N F p BC: 85 lb Conc.Load at 4.06,8.06,12.06,16.06 O 20.06,24.06 L✓ 19575 7 Y Plating Notes (**)1 plate(s)require special positioning.Refer to # 0E78886860669774(.9ee6wc8e6Ma,r, scaled plate plot details for special positioning OREGON 1.J ,. " ■ ". �• c requirements. T�an,20,109- n T 'L LLD W•N 6,am.,OMMn ann M"ndw"".inc. Ce ,8ing 355oN 1Bng,,.nn Renews 815012023 **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 Comellus OR 97113 Component Safety Information,by TPI and'SBCA)for safety practices prior to performing these functions. Installers shall provide temporaryi (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord,shall have a properly attachd ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing_installed per BCSI sectons B3,B7 or B10, �, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to lob's General Notes page for additional information. 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 CC ... truss in conformance with ANSIITPI 1, or for handlingshipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engrneenng responsibility solely for the design shown.The suitabilit 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277678 1 SPEC Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 798 / FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.06771 Page 2 of 2 Truss Label: DDS2 / GWH 04/04/2022 Wind ------ — — --- ---------- Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. PROFE'SC" SS, �`g GIME iO 1(7 19575 E� p OREGON OEF€ROEDSi t4 nev w TOW PARESI 7,0 en.20,1997 Q 0L D W N� Renews 6/30/2023 • Krasner NOenand saancIstsapm.. Consulting S&,,qural u,SM*ars *'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 SCSI(Building comeOus OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y 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, applicable.as 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.Refer to job's General Notes page for additional information. 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/ PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277696 SPEC Ply: 2 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T160 FROM:MG Qty: 1 Terrace Glen East DiwNo: 094.22.1535.31283 Page 1 of 2 Truss Label: ODS3 BFR / GWH 04/04/2022 1 5 5 2 Complete Trusses Required 6410 I 12412 13571.25 138u i 271 l 2712 7858E IE^ 8'810 872 011 1455 H 112141 j ` ~ yn �"%/J W10I 1` \ 5(;=" 1 U �� ' / W12 / \tU t // , w5 \\\\\\\ / \wi 1 w11 \4 W'\ l 5t B%->-- '\W 4 \\\, / - - WI - -8X8 1455 >m4X5 82 1113X103� =4X5 A 375.E i 7 8710 8710 8'3"2 1770 574 724 8710 I 1244 i 18'9's I 20i 257t I 375.E l Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.021 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.022 F 999 240 p* 145 I- /- /438 /314 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.094 I - - Q 634 /- /- /4165 /3897 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.04 ft HORZ(TL): 0.098 I - - P /-2833 NCBCLL:0.00 Building Code: Creep Factor:2.0 0 /-3195 TCDL:6.0 psf N /-1105 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.359 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.418 M /-1566 L 268 Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.759 J /-3896 Loc.from endwall:Any FT/RT:4(0)/4(0) Wind reactions based on MWFRS GCpi:0.18 Plate Type(s): P Brg Wid=308 Min Req=- I Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 Q Brg Wid=5.5 Min Req=2.2(Truss) Lumber Loading Bearings P&Q are a rigid surface. Top chord 2x4 DF-L#1&Bet.T3 2x4 DF-L#2; Truss transfers a maximum horizontal load of Members not listed have forces less than 375# I Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; 17226#( 500.00 pif)along top chord,from either Maximum Top Chord Forces Per Ply(Ibs) Webs 2x4 DF-L 2400f-2.0E W 1 2x6 HF#2; direction,to supports where indicated.Diaphragm and Chords Tens.Comp. Chords Tens. Comp. W2 2x4 DF-L#2;W3,W5 2x4 HF#2; connections are to be designed by Engineer of Record. A-B 561 -522 E-F 1949 -1960 W4 2x4 DF-L#1&Bet.;W8 2x6 DF-L 2400f-2.0E;W10, Drag Loads:Force(#) (PLF) Mbr Start End B_C 2339-2419 F-G 2506 -2527 W11 2x6 DF-L#2;W12 2x6 DF-L SS; Case 1: 17226 500.00 TC -2.00 32.46 17226 670.06 BC 0.00 25.71 C-D 2972 -3048 G-H 857 -868 Bracing Truss designed for unbalanced snow loads. D-E 2798 -2846 H-I 1015 -993 (a)Continuous lateral restraint equally spaced on Truss checked for 500#dead movable load along member. Bottom Chord,non-concurrent with any other live Maximum Bot Chord Forces Per Ply(Ibs) loads. Chords Tens.Comp. Chords Tens. Comp. Nailnote Nail Schedule:0.120"x3",min.nails P-O 2027-2013 L-K 2092 -2078 Top Chord:1 Row @ 6.00"o.c. O-N 1387-1337 K-J 579 574 Bot Chord:1 Row @ 4.50"o.c. N-M 1337-1295 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails Maximum Web Forces Per Ply(Ibs) in each row to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. Special Loads sip PROF B-P 1434-1653 D-M 1884 -1929 -(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) �F FS B-O 2661 -2636 M-F 2231 -2370 TC:From 80 plf at -2.00 to 80 plf at 32.46 �0k (,)N j SRO O-C 2095-2281 F-K 2124 -2177 BC:From 4 plf at -2.00 to 4 plf at 0.00 C9 F� ... 0-N 2422 -2438 K-H 1694 -1776 BC:From 20 plf at 0.00 to 20 plf at 32.46 to 19575 9r. N-D 1890 -2035 H-J 2087 -2106 BC: 92 lb Conc.Load at 4.06,8.06,12.06,16.06 '20.06,24.06 (( �4 Plating Notes OREGON OffEMEV SUBPART..REVIEW MORD"88Iv All plates are 3X10 except as noted. +) Q, ." ■ a.w r TA. a 99n.20,1 C.,_. «... .. .,<.,.,. _ Additional Notes - ot D w W. NA' and U U lift connections required.See uplifts in R- P qRenews 6r3012023 Xr»iner OaMan stun aa»«i»o.».in<: columns of aximum Reactions table. CanaWtlng Str.tural Enginzars *"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,installn and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 q g 9. (503)357-2118 Component Safety Information,by TPI and SBCA)till safety practices Pnor to performing these functions. Installers shall provide temporary per BCSI.Unless noted otherwise,top chord shall have proper y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face or truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 4N MN CVAnY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi CM n or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibilitysolely 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277696 SPEC Ply: 2 Job Number: 0122135 Cost:R 7175 JRef:1Xef71750002 T160 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1535.31283 Page 2 of 2 Truss Label: DDS3 BFR / GWH 04/04/2022 Wind Wind loads based on MWFRS. End verticals not exposed to wind pressure. Wind loading based on both gable and hip roof types. ,c'C O PROFS c? , G I N�F.� ,O9 1.0 19575 0, / OREGON .J 'yDEFERREosuus,flu.REVIEW asor a snrn, 9 an.20, 9Q ROL D W•N� Renews 6/30/2023 Mrnnur Gel*vnit,knsod,t...inc. Cansultlng Sir„swe Engine.,s **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 SCSI(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 bracingper 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.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solely tor 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:277699 SPEC 1 Ply: 1 Job Number: 0122135 Dust R 7175 JRef:1Xef71750002 T161 FROM:MG i Qty: 3 Terrace Glen East DrwNo: 094.22.1535.50113 Truss Label: DDS4 BFR / GWH 04/04/2022 6893 12715 15'11'8 18_011 25'2"4 28'8• 32'5"8 8'6.13 I 6'3"2 I 3'1.9 ' 51'6'}'__. 6'1.6 3'6'72 i 3'8"8 8880514 H I12X4 810 � � z 1 i 8 r\, - #8X8 ..-;:-..1,---- 1 Ii ,1 ,cHt�308/J '\ J (a);! 0) 12 / `` 1 ,1�1 W 12 6 C�' o6X8 \`\�• / `\\ \.\\ (a)r /'i 1,1,(a)I .� (a) {a) r 1 1 a j I(a) \\4(a) \\\\W8 1/ / wit 11`\ 0 �; '`\�•(•)W4 l`\\ l/it 1 ____ (.). ax12 r(a) i ,, 1 ` W1 7 `L 11 ttttt���� .��'TIK JR IIIHOS 0 BFi007f0 J J 8N f . ^'6 9 L,i ' 82 1115X10 .,4X5 F6X10 11 2478 2112 6'11.12 ' F-2'._+__ 8'2"11 ! 6'3.1 6'3.2 11'3 5'2"4 T3"4 i 8'2"11 12'5.12 18'8114 20' 25'2"4 32'S"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.043 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 F 999 240 p 736 /- /- /3376 /2834 /286 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.204 I - - Q* 124 /- /- /311 /219 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.04 ft ____-__._._. HORZ(TL): 0.214 I - K 1529 /-279 I- /194 /- 1- NCBCLL:0.00 Building Code: Creep Factor:2.0 R 631 !- /- /4162 /3901 /- TCDL:6.0 psf Q /-2833 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.757 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.902 O /-3195 MWFRS Parallel Dist:0 to h/2 N /-1105 Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.911 M /-1574 Loc.from endwall:Any FT/RT:4(0)/4(0) L /-252 GCpi:0.18 Plate Type(s): J /-3900 Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:21.02.00B.1108.20 Wind reactions based on MWFRS Lumber Wind P Brg Wid=5.5 Min Req= 3.6(Truss) Top chord 2x4 DF-L#1&Bet.T3 2x4 DF-L#2; Wind loads based on MWFRS. Q Brg Wid=297 Min Req= - Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; K Brg Wid=5.5 Min Req= 1.5(Truss) End verticals not exposed to wind pressure. R BrgWid=5.5 Min Req4.4 Truss Webs 2x4 DF-L 2400f-2,0E W1 2x6 HF#2; = (Truss) W2 2x4 DF-L#2;W3,W5 2x4 HF#2; Wind loading based on both gable and hip roof types. Bearings P,Q,K,&R are a rigid surface. W4 2x4 DF-L#1&Bet.;W8 2x6 DF-L 2400f-2.0E;W 10, Members not listed have forces less than 375# W 11 2x6 DF-L#2;W12 2x6 DF-L SS; Additional Notes Maximum Top Chord Forces Per Ply(Ibs) Uplift connections required.See uplifts in R-and U Chords Tens.Comp. Chords Tens. Comp. Bracing columns of Maximum Reactions table. (a)Continuous lateral restraint equally spaced on A-B 1122-1044 E-F 3898 -3919 member. B-C 4679-4837 F-G 5013 -5054 C-D 5944-6096 G-H 1713 -1736 Special Loads D-E 5595-5691 H-I 2029 -1986 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 80 plf at -2.00 to 80 plf at 32.46 Maximum Bot Chord Forces Per Ply(Ibs) BC:From 4 plf at -2.00 to 4 plf at 0.00 Chords Tens.Comp. Chords Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 32.46 BC: 92 lb Conc.Load at 4.06,8.06,12.06,16.06 P-O 4053-4026 M-L 709 -680 20.06,24.06 O-N 2775-2675 L-K 4184 -4155 N-M 2674-2590 K-J 2162 -2141 Loading �p PROF Truss transfers a maximum horizontal load of FL F �� SS Maximum Web Forces Per Ply(lbs) 17226#( 500.00 ptf)along top chord,from either 5 l N G p Webs Tens.Comp. Webs Tens. Comp. direction,to supports where indicated.Diaphragm and 0 <J Flil .1' - --- connections are to be designed by Engineer of Record. to • 19575 7 B-P 2868-3307 M-F 4462 -4740 Drag Loads:Force(#) (PLF) Mbr Start End re AO, '` B-0 5323-5272 F-K 4249 -4354 Case 1: 17226 500.00 TC -2.00 32.46141 O-C 4190-4561 G-K 104 431 17226 670.06 BC 0.00 25.711 C-N 4843-4875 K-H 3388 -3552 Truss designed for unbalanced snow loads. OREGON N-D 3780-4070 c i.F#G 44,78T,2 Truss checked for 500#dead movable load along 9 "eo 2e te94' -.I D-M 3768-3857 ' Bottom Chord,non-concurrent with any other live 4 loads. OL o w.N ..,,. Renews 6330/2023 ",. x.aa,ar s.30*,.,AAaaa.,sa.Ir. canauhirg Structure[nginoare **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 Comelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a proper Ily attached rigid ceiling.Locations shown for permanent lateral restraint of websshall have bracing installed per BCSI sections B3,B7_ or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. 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 IPS COMM, truss in conformance with ANSItf PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solely/or 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:277713/ MONO Ply: 2 Job Number: 0122135 Gust R 7175 JRef:1 Xef71 750002 T50 1 FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.06163 Truss Label: DOSS / GWH 04/04/2022 I `' ; 2 Complete Trusses Required 6s10 12'8.1z 25•I • I a7i 28s 66'o 6a2 55.2 82XA G f 3f6 .5//' // � /Ex5 �- ;--'~ \\\ \``\ f ah -�/ W5 l\ l am," . \\ //lW3`\`\ \ 46X0-� ~\\Wa \ o I H BtpJ10 _556612 -ax5 �J 82 axs �3x6 N glax6 A 2515. 1 ash _ 832 MO I-- I _ I 126ai i -- 80'8 1a 181r6 256 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.146 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.160 C 999 240 M 1455 /- /- /7010 /5517 /13748 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.193 G - - N 1273 I- /- /1173 /120 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:46.36 ft HORZ(TL): 0.211 G - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 M Brg Wid=5.5 Min Req= 3.7(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.743 N Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.782 Bearings M&N are a rigid surface. MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.849 Loc. Maximum Top Chord Forces Per Ply(Ibs) from endwall:Any FT/RT:4(0)I4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:21.02.00B.1108.20 A-B 561 -522 D-E 3006 -3450 Lumber Wind B-C 4829-5792 E-F 2040 -2441 C-D 4157-4920 F-G 1733 -1778 Top chord 2x4 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; member design. Webs 2x4 HF#2 W1 2x6 HF#2;W3,W4, Maximum Bot Chord Forces Per Ply(Ibs) W5 2x4 HF Standard+HF Stud; End verticals not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Wind loading based on both gable and hip roof types. Bracing M-L 6642-6603 J-I 869 -208 (a)Continuous lateral restraint equally spaced on Additional Notes L-K 1851 -997 I-H 380 -44 member. Uplift connections required.See uplifts in R-and U K-J 1851 -997 columns of Maximum Reactions table. Nailnote Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.120"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @ 6.00"o.c. B-M 2743-3429 J-D 624 -388 Bot Chord:1 Row @12.00"o.c. B-L 5619-4794 D-I 277 -686 Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails L-C 885 -888 I-F 575 133 in each row to avoid splitting. C-J 909 -1124 F-H 75 -646 Plating Notes (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. so PROpk.``G¢ > Loading moo G I N E•F 0 Truss transfers a maximum horizontal load of 19575 13748#( 500.00 Of)along top chord,from either r direction,to supports where indicated.Diaphragm and As t connections are to be designed by Engineer of Record. too.-44 .n Drag Loads:Force(#) (PLF) Mbr Start End j E 6p.8E.O6il6M,rA BTEW T„65PARTY; Case 1: 13748 500.00 TC -2.00 25.50 OREGON -.I '- ■ 13748 BC 0.00 man.so,te9�' �Q" , Truss checked for 500#dead movable load along 9R0`D Al lk . ;• Bottom Chord,non-concurrent with any other live loads. Renews 6/30/2023 Cunau6trg Structural enslwera **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Comellus OR 97113 Component Safety Information,by TPI and SBCA)t safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 810, �, as applicable. Appl plates to each face o truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN I,CnINVApy truss in conformance with ANSI/TP' 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional en4meenng responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277706 MONO Ply: 1 Job Number: 0122135 Gust R 7175 JRef:1 Xef71 750002 T164 FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.1536.03680 Truss Label: DDS6 BFR I GWH 04/04/2022 6'8'10 12512 256 ' I ' I 3741 29 I5610 532 6'72 82X4 0 F��"i EJX6".- y _ \ \ 12 /"J \\\\\\ 5 0 0 i \\ W7 \:\ Si ti i //�w : ' Si \�(al \(a) \\\w6 ,1 ii-,„._.. gB X7�� .\W4 \\\\ L K J 1 III 12 H03 =8X8 (84%5 1716X8 146x8 I -258' 1 8710 3'8'6 2'5'12 6'3'2 6'72 1--2' I 8710 10' I 12'5'12i 168'14 1 25'6' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in toe Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.041 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.043 F 999 240 M* 129 /- /- /279 /170 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.147 G - - M (-2518 EXP:B Kzt:NA Des Ld: 49.00 - - •HORZ(TL): 0.154 G - - L /-2748 Mean Height:46.36 ft K /-103 NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf J /-1040 Soffit: 2.00 BCDL:4.2 psf IBC 2018 - Max IC CSI: 0.899 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.842 i /-1546 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.993 H /-3143 Wind reactions based on MWFRS Loc.from endwall:Any FT/RT:4(0)/4(0) M Brg Wid=306 Min Req= - GCpi:0.18 Plate Type(s) Bearing M is a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply(ibs) Top chord 2x4 DF-L#2 Wind loads and reactions based on MWFRS. Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; End verticals not exposed to wind pressure. A-B 1122-1044 D-E 4101 -4225 Webs 2x4 HF#2 W 1 2x6 HF#2;W2, B-C 4087-4249 E-F 2169 -2208 W4 2x4 DF-L#2;W6 2x4 DF-L#1&Bet.; Wind loading based on both gable and hip roof types. W7 2x4 DF-L 2400f-2.0E;W8 2x6 DF-L 2400f-2.0E; C-D 4762-4930 F-G 3465 -3556 Bracing Maximum Bot Chord Forces Per Ply(ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp, Chords Tens. Comp. member. M-L 3255-3227 J-I 2151 -2055 Special Loads L-K 1764 -1660 I-H 2443 -2382 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) K-J 1715-1611 TC:From 80 plf at -2.00 to 80 plf at 25.50 BC:From 4 plf at -2.00 to 4 plf at 0.00 Maximum Web Forces Per Ply(ibs) BC:From 20 plf at 0.00 to 20 plf at 25.50 Webs Tens.Comp. Webs Tens. Comp. BC: 92 lb Conc.Load at 4.06,8.06,12.06,16.06 20.06,24.06 B-M 2556-2995 J-D 3376 -3677 B-L 4794 -4741 D-I 3394 -3459 Loading L-C 3650 -4034 I-F 4202 -4537 Truss transfers a maximum horizontal load of C-J 4254-4276 F-H 4051 -4154 13748#( 500.00 plf)along top chord,from either ��'I~Q PROP direction,to supports where indicated.Diaphragm and 'C S'j connections are to be designed by Engineer of Record. .,c? s 3 t N EF 0 Drag Loads:Force(#) (PLF) Mbr Start End Lr0 1957541 p Case 1: 13748 500.00 TC -2.00 25.50 r 13748 539.14 BC 0.00 25.50 , Truss checked for 500#dead movable load along • . M Bottom Chord,non-concurrent with any other live OREGON 0.611.b °fi4""`r..REV.., EV """.,(THIRD `,1 loads. ". ■ Additional Notes 9 en.20,1994 Q" �O(D w.�� Uplift connections required.See uplifts in R-and U Fromm(W;,;,,,n;Ala;;",;;Int columns of Maximum Reactions table. Renews 5/3012023 o.,".amng atrDwre ca *r. **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 j Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary Cornelius57-2118 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$3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of MN Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITTPI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitabilit and use of This drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:260267/ MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T93 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06117 Truss Label: DDS7 / GWH 04/04/2022 O'B•10 l 12.9'12 1 16'4"13 19714 I 256' I 6710 6'3.2 371 271 6'52 82%4 �4G 12 Wee 6r7 W7 \ (e) i N / �` (4) WB (a) W8 112% � `.�W4 _L '� 66 310 L K J i IBH0312 aa8%6 w405 a626 s6%8 I 26e• I 6710 3'P6 2'S12 532 6'9.2 -2, 6710 -1 10' I 1751121 199.14 I 256• Loading Criteria(ps() Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Cc:1.0 VERT LL: 0.041 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.043 F 999 240 M* 107 /- /- /279 /170 /11 i BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.147 G - - M (-2518 EXP:B Kzt:NA -__- HORZ(TL): 0.154 G - - L /-2748 Des Ld: 49.00 -Mean Height:46.36 ft ( } NCBCLL:0.00 Building Code: Creep Factor:2.0 K /-121 TCDL:6.0 psf J /-1040 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.827 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.806 i /-1546 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.993 H /-3143 FT/RT:4(0)/4(0) Wind reactions based on MWFRS Loc.from endwall:Any M Brg Wid=306 Min Req=- GCpi:0.18 Plate Type(s) Bearing M is a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; A-B 1122-1044 D-E 4101 -4225 Webs 2x4 HF#2 W1 2x6 HF#2;W2, B-C 4087-4249 E-F 2169 -2208 W4 2x4 DF-L#2;W6 2x4 DF-L#1&Bet.; C-D 4762-4930 F-G 3465 -3556 W7 2x4 DF-L 2400f-2.0E;W8 2x6 DF-L 2400f-2.OE; Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. M-L 3255-3227 J-I 2151 -2055 Loading L-K 1764 -1660 I-H 2443 -2382 K-J 1715-1611 Truss transfers a maximum horizontal load of 13748#( 500.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and Maximum Web Forces Per Ply(Ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens. Comp. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 13748 500.00 TC -2.00 25.50 B-M 2556-2995 J-D 3376 -3677 13748 539.14 BC 0.00 25.50 B-L 4794-4741 D-I 3394 -3459 Truss checked for 500#dead movable load along L-C 3650-4034 I-F 4202 -4537 Bottom Chord,non-concurrent with any other live C-J 4254-4276 F-H 4051 -4154 loads. ���rGO PROpk. Wind O�' , GINS- , "041 2 Wind loads based on MWFRS with additional C&C Qj • 19575 9 member design. r End verticals not exposed to wind pressure. ,rrAlOr Wind loading based on both gable and hip roof types. OEf6NifED S.IM,11it.3t6Y£W TK,eg PARTY, OREGON 41 Additional Notes ,e m `� . c, 7 Is an.20,1g9 Q" Uplift connections required.See uplifts in R-and U r0;D W•' ' columns of Maximum Reactions table. Kranxr 6.111.Auld Aa.N.**tnx. Renews 6)30/2023 cansulang so-s wrai Engineers **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 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have_a properly attachd rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Appl plates to each face of russ and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' 1 drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >N iTN CCivNfiNv truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-or the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento.CA 95826 SEQN:260272/ MONO 1 Ply: 2 I Job Number: 0122135 Cust:R 7175 JRef:IXef71750002 T94 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06225 Page 1 of 2 Truss Label: DDSB / GWH 04/04/2022 1 ; 2 Complete Trusses Required 41'14 log 23'5'4I ' I 3Tl 2e'T' i 4514 e32 6'5'2 1214 CI 6 /�I \ 9 5 •M-e1DR w \we 84xe «) we \� i A 1 _ e 3xt0 • / J 'i / / l " H L K I 4 3x10 ,:4xe m4x5 s5x5 i4x5 I 23'5'4 1 F.-4O't2 4'114 3'10.2 25.8 e3R 6'S'10 4.1'u I a' tosx I limo 23'5Y Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in ioc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.026 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.027 F 999 240 M* 139 /- /- /303 /185 /12 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.085 G - - M (-4234 EXP:B Kzt:NA HORZ TL 0.089 G - - L /-1162 Des Ld: 49.00 Mean Height:46.36 ft ( ) NCBCLL:0.00 Building Code: Creep Factor:2.0 K /-110 TCDL:6.0 psf J /-1129 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.843 i /754 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.284 H /-2529 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.937 Wind reactions based on MWFRS Loc.from endwall:Any FT/RT:4(0)/4(0) M Brg Wid=281 Min Req= - GCpi:0.18 Plate Type(s): Bearing M is a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Loading Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Truss transfers a maximum horizontal load of Chords Tens.Comp. Chords Tens. Comp. Chord Tens.Comp.......................Chords .....Tens. -Comp. Top Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; 13748#( 500.00 plf)along top chord,from either A-B 1139-1061 D-E 2295 -2367 Webs 2x4:HF Standard+HF Stud: direction,to supports where indicated.Diaphragm and B-C 1796-1851 E-F 1330 -1358 W2 2x4 DF-L Standard+DF-L Stud;W6,W7, connections are to be designed by Engineer of Record. C-D 2625 -2708 F-G 1733 -1778 W9 2x4 HF#2;W8 2x6 HF#2; Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 13748 500.00 TC -4.06 23.44 Bracing 13748 586.58 BC 0.00 23.44 Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Truss checked for 500#dead movable load along Chords Tens.Comp. Chords Tens. Comp. member. Bottom Chord,non-concurrent with any other live M-L 1213 -1235 J-I 1611 -1556 loads. Nailnote L-K 1588 -1583 I-H 1005 -968 I K-J 473 -468 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 6.00"o.c. Bot Chord:1 Row @ 5.25"o.c. Maximum Web Forces Per Ply(Ibs) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails in each row to avoid splitting. B-M 2132-2494 J-D 1683 -1858 B-L 2952-2930 D-I 1705 -1738 Special Loads L-C 1818-1930 I-F 1711 -1862 (Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-J 2101 -2049 F-H 1647 -1709 TC:From BC:From 84 0 plf at lf 4 O6 to at -4.06 to 84 0 pplf at at 20 00 ���e0 PROp`sS BC:From 20 plf at 0.00 to 20 plf at 23.44 �,� taG I N E- .Oy BC: 92 lb Conc.Load at 2.00,6.00,10.00,14.00 !4 • 19575 ''" 18.00,22.00 4 r Wind Wind loads based on MWFRS. O R EG O N ocsenxen hue xa1u.xevew ttwau FARM End verticals not exposed to wind pressure. G7 v Wind loading based on both gable and hip roof types. a°,ao,l9ss Q �-1OL D W"�� Clamwr 001e11 an*Alma.....(0, Renews 6/30/2023 Gansuni g 31uctanl Enginaan **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,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Componentt Safety Information,by TPI and SBCA)for saf actices prior to perforing these functions. Installers shall provide teporar (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have orgperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITV,Ci../a truss in conformance with ANSI, PI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely Tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TP'1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260272 / MONO Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1 Xet71750002 T94 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06225 Page 2 of 2 Truss Label: DDS8 / GW H 04/04/2022 Additional Notes Uplift connections required.See uplifts in R-and U columns of Maximum Reactions table. Top chord overhangs have been checked only for loads as indicated, Overhangs not checked for man loads or long-term deflection. PROpk. 5 GINS 'O 1( .... .a 19575 � p C?. Ant JOIF OREGON xuwaanu.xevlwMwnosnnrr, 0 J 9 en.20,199b BOLD W•N� _ Renews 6/3 012 0 2 3 x**m«fisni n.anti Assoe+n...ins. Consulting Structural Enginaan **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 bracing per BCSI.Unless noted otherwise,top chord shall have roper y attached structural sheathing and bottom chord,shall have a properly attached ri id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sectons B3,B7 or 810, as applicable. Appl plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 bracingof trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional en4tneenng responsibility solely for the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260276/ MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 1'88 I FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04181 Truss Label: DDS9 / GWH 04/04/2022 6'6'10 I 12'9"12 16'4'13 19'0'14 I 25'8' 69 10 6'3'2 371 78'1 6'5'2 112X4 G - T '�/-%6F6w� -,J s3X5J \\ \ 12 *8X- ✓ -- \ \\\ SC" ' - \ \W7 \ , \ (a) - Na) 06%8 � % \ a) \ \ � (a) W6 \\ 8140310 '/ - / i" ! - / /-' 81- i-1-. . /. /' I. KJ J -IIIHU312 w aX6 a4X5 1 6X8 tn6X8 I 259 H-1' { 6710 3'9'8 I TS'12 6'3'2 1 6'9'2 i 6710 10 1T5'17. 18'8'14 25'6' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.041 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.043 F 999 240 M* 129 /- /- /279 /170 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.147 G - - M (-2518 EXP:B Kzt:NA Des Ld: 49.00 Mean Height:46.36 ft _"' HORZ(TL): 0.154 G - L /-2748 NCBCLL:0.00 Building Code: Creep Factor:2.0 K /-121 TCDL:6.0 psf J /-1040 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.899 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.806 I /-1546 RepFac:Varies byLd Case Max Web CSI: 0.993 H /-3143 Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:AnyFT/RT:4(0)/4(0) Wind reactions based n MWFRS M Brg Wid=306 Min Req=- GCpi:0.18 Plate TYpe(s): Bearing M is a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Wind Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Wind loads based on MWFRS. Chords Tens.Comp Chords Tens: Comp_ Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; End verticals not exposed to wind pressure. A-B 1122-1044 D-E 4101 -4225 Webs 2x4 HF#2 W 1 2x6 HF#2;W2, B-C 4087-4249 E-F 2169 -2208 W4 2x4 DF-L#2;W6 2x4 DF-L#1&Bet.; Wind loading based on both gable and hip roof types. W7 2x4 DF-L 2400f-2.OE;W8 2x6 DF-L 2400f-2.OE; C-D 4762-4930 F-G 3465 -3556 Bracing Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. M-L 3255-3227 J-I 2151 -2055 Special Loads L-K 1764 -1660 I-H 2443 -2382 K-J 1715-1611 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 80 plf at -2.00 to 80 pit at 25.50 BC:From 4 plf at -2.00 to 4 plf at 0.00 Maximum Web Forces Per Ply(Ibs) BC:From 20 plf at 0.00 to 20 plf at 25.50 Webs Tens.Comp. Webs Tens. Comp. BC: 92 lb Conc.Load at 4.06,8.06,12.06,16.06 20.06,24.06 B-M 2556-2995 J-D 3376 -3677 B-L 4794-4741 D-I 3394 -3459 Loading L-C 3650-4034 I-F 4202 -4537 Truss transfers a maximum horizontal load of Ep PROF C-J 4254 -4276 F-H 4051 -4154 13748#( 500.00 plf)along top chord,from either '� S, direction,to supports where indicated.Diaphragm and 9� i N `'1 connections are to be designed by Engineer of Record. t9 t�G Fib O•L Drag Loads:Force(#) (PLF) Mbr Start End to 19575 'p Case 1: 13748 500.00 TC -2.00 25.50 rAii, 13748 539.14 BC 0.00 25.50 „/ Truss checked for 500#dead movable load along t I 4, I Bottom Chord,non-concurrent with anyother live OREGON DEFERRED 63aMlttµ ROOM THIRD PARTY{ loads. ,n -4 an.20,199� Q` Additional Notes ROL o w.Nti Uplift connections required.See uplifts in R-and U ^F K „Aaa Inc columns of Maximum Reactions table. Renews Consulting Straolarsl Engiae*n **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 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 bracinginstalled per BCSI sections B3,B7_ or B10, as applicable. Apply plates to each face 0truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A.Y truss in conformance with ANSI/1P' 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engeenng responsibility solely-tor the design shown.The suitabilit and use of this drawing for any structurein is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10, For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277711 I MONO Ply: 1 Job Number: 0122135 Gust:R7175 JRef:1Xef71750002 T156 I FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07022 Truss Label: DDS10 / GWH 04/04/2022 65.10 l 12'9.12 I 16'4.13 19,0.14( 255• 65`10 6'3'2 3Ti 2'B 1 6.5•2 II2X4 a �- -� ' P,8X6 / F - \ \ WI \ . .- ------;;5' --' \\. \(a) (a) g 61(8J % (a) -\ wa (a) A�-- WY' 1._W2 \ \\ Ll~ K J I IIIHtl312 .8X8 =4%5 =6X8 .5X8 I 259' 6'2'10 35.8 r5.12 63.2 6'9.2 2' 6'2 10 10' ! 17s'121 186•14 ! 25'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria •Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.041 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.043 F 999 240 M* 107 I- /- /279 /170 /11 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): -0.147 G - - M /-2518 Des Ld: 49.00 EXP:B Kzt:NA .............. HORZ(TL): 0.154 G - - L /-2748 Mean Height:46.36 ft K /-121 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.827 J /-1 D40 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.806 I /-1546 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.993 H /-3143 Loc.from endwall:Any FT/RT:4(0)/4(0) Wind reactions based on MWFRS M Brg Wid a 306 Min e. =- GCpi:0.18 Plate Type(s): _.. Bearing M is a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(ibs) Top chord 2x4 DF-L#2 Chords Tens.Comp. Chords Tens. Comp. 1 Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; A-B 1122-1044 D-E 4101 -4225 Webs 2x4 HF#2 W 1 2x6 HF#2;W2, B-C 4087-4249 E-F 2169 -2208 W4 2x4 DF-L#2;W6 2x4 DF-L#1&Bet.; C-D 4762 -4930 F-G 3465 -3556 W7 2x4 DF-L 2400f-2.0E;WS 2x6 DF-L 2400f-2.0E; Bracing Maximum Bot Chord Forces Per Ply(ibs) (a)Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. M-L 3255-3227 J-I 2151 -2055 Loading L-K 1764 -1660 I-H 2443 -2382 K-J 1715-1611 Truss transfers a maximum horizontal load of 13748#( 500.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and Maximum Web Forces Per Ply(ibs) connections are to be designed by Engineer of Record. Webs Tens.Comp. Webs Tens. Comp. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 13748 500.00 TC -2.00 25.50 B-M 2556-2995 J-D 3376 -3677 13748 539.14 BC 0.00 25.50 B-L 4794-4741 D-I 3394 -3459 Truss checked for 500#dead movable load along L-C 3650-4034 I-F 4202 -4537 Bottom Chord,non-concurrent with any other live C-J 4254-4276 F-H 4051 -4154 loads. k�,¢eO PROA-,,s,' ,5 Wind � GtN � E 'O Wind loads based on MWFRS with additional C&C 19575 � -p member design. t^ ,, End verticals not exposed to wind pressure. �� Ailiir ( * Wind loading based on both gable and hip roof types. 000sn Ea 6.301MITTAL%6v Ew,,6iao v.An, OREGON Additional Notes 0 .J 1 Uplift connections required.See uplifts in R-and U �Q v$"'2p'a �P columns of Maximum Reactions table. OLD W"N wx✓K=mer itvat"n a"rt Aa"«xcsr..tix;. Renews 6J30/2023 Cansun�n9 stru*1uw En91 ,. **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safetyP practices rior to performing these functions. Installers shall provide temporary) (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord,shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sectons 83,B7 or B10, I as applicable. Appl plates to each face of truss and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIfIPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259993/ MONO Ply: 2 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T64 / FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.03699 Truss Label: DDS11 / GWH 04/04/2022 2 Complete Trusses Required 45'14 ION' 14'4' l 1 17.0'2 23'5'44 4.5'14 ' 672 i 3'1'i 2E"I 652 IfI2x4 G f3%5 %�/ / F,,,::::---i i 12 0305 \\ Gam// it W 5 \\�� % \ ®e��� W3 `\\ T /' `\W4 I si0310 W'4xt2 W4X5 •`0X5 B2 '--3%5 NH 013x1 1 23'5'4 A 1---4'0'12 3'11'14 410'2 75'8 B92 68'10 3'i1'14 i 5' ' 10.5.0' 165'10 23'5'4 Loading Criteria(pot) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.064 D 999 360 Loc R+ /R- /Rh /Rw 1 U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.071 D 999 240 M 1550 /- /- /6551 /5065 /11717 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.131 G - - N 1146 /- /- /1504 /348 /- EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.145 G - - Wind reactions based on MWFRS Mean Height:46.36 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 M Brg Wid=5.5 Min Req= 3.5(Truss) Soffit: 2.00 IBC 2018 - Max TC CSI: 0.733 N Brg Wid=5.5 Min Req= 1.5(Truss) BCDL:4.2 psf Bearings M&N are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.625 RepFac:Varies byLd Case Max Web CSI: 0.901 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.006.1108.20 B-C 3358-3964 E-F 1904 -2256 Lumber Additional Notes C-D 3781 -4406 F-G 1733 •1778 D-E 2870-3265 Top chord 2x4 DF-L#2 Uplift connections required.See uplifts in R-and U Bot chord 2x6 DF-L#2 B2 2x6 DF-L SS; columns of Maximum Reactions table. Maximum Bot Chord Forces Per Plyi Webs 2x4 HF#2 W 1 2x4 DF-L Standard+ Top chord overhangs have been checked only for (bs) DF-L Stud;W3,W4,W5 2x4 HF Standard+HF Stud; loads as indicated. Overhangs not checked for man Chords Tens.Comp. Chords Tens. Comp. Nailnote loads or long-term deflection. M-L 5836-5851 J-I 1210 -668 L-K 2649-2123 I-H 499 -177 Nail Schedule:0.120"x3",min.nails K-J 2649-2123 Top Chord:1 Row @ 6.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Maximum Web Forces Per Ply(Ibs) Use equal spacing between rows and stagger nails Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. B-M 2541 -3250 J-D 927 -815 Loading B-L 3967-3384 D-I 694 -1000 Truss transfers a maximum horizontal load of L-C 1433-1558 I-F 794 429 11717#( 500.00 plf)along top chord,from either C-J 1672-1648 F-H 300 848 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 11717 500.00 TC 0.00 23.44 11717 BC 0.00 `�G��3 PRop,. Truss checked for 500#dead movable load along t t N i p Bottom Chord,non-concurrent with any other live 0 aG �F41 OZ loads. 1.0 19575 9 Ail Wind tv 4 / , Wind loads based on MWFRS with additional C&C member design. OREGON 06 F2'(1G0300 F..W CiNia,PAIRM End verticals not exposed to wind pressure. 9 e„ TO tg9m .../ "' ■ Wind loading based on both gable and hip roof types. 'OL D w•N� Renews 6/30/2023 ".w Nam.,O.Nen Auld A660010Fe4.00 sa"sunmg Strv0lwtl Engi"cars **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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 610, as applicable. App plates to each face of truss and position as shown above and on the Joint Details., unless noted otherwise. l efer to ALPINE* drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building,gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,RY CCMVRkv truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional enaineenng responsibility solely-for the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;WI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:269831/ SPEC i Ply: 1 Job Number: 0122135 Cust R 7175 JRef:1Xef71750002 T92 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04415 Truss Label: OCR / GWH 04/04/2022 ens 12'912 252'4 ' _ I 52I 3908 32'8891'T 332'8'S88 6690 872 616 II14X5 H III 1.5X4 _l j ` ",- IADS4 G, �� ,, .c5F5 j %- 12 ° ---",% '\\\ /// \, f kW `�/ i ....� O..c \\�(a)g W5 \\\ , ,, as 3X10 e w2 � W4 \ // ,1, f ^ 1 1 1 r �_-__•L �D NO m 0 pm 0 N M L el �JO III 3X5 I1507 =4X5 1114%5 82 III3X7 '4X5 -4%8 A 255.12 1 8'11'12-.A 6'3'2 6'3'2 i 8'3'2 T3'4I 120"I10 2522'4T F' 6'3'2 12'6"4 189'6 32'5'8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loci/deft L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph PI:10.5 Ce:1.0 VERT(LL): 0.069 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.135 N 999 240 p 1620 /- /- I- /94 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.022 H - - K 2287 I- /- I- /85 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.04 ft -HORZ(TL): 0.044 H - - Q 519 /-137 /- I- /15 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf P Brg Wid=5.5 Min Req= 1.7(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.571 K Brg Wid=5.5 Min Req=2.1(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.949 Q Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:3.25 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.942 Bearings P,K,&a are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.0OB.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 109-2214 D-E 59 -911 Top chord 2x4 DF-L#2 C-D 93-1703 E-F 43 -812 Bot chord 2x6 DF-L SS B2 2x6 DF-L#2; Webs 2x4 HF#2 W1 2x6 HF#2;W2,W3,W4, W5 2x4 HF Standard+HF Stud; Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Bracing O-N 1954 -91 M-L 724 -41 (a)Continuous lateral restraint equally spaced on N-M 1462 -72 L-K 724 -41 member. Special Loads Maximum Web Forces Per Ply(Ibs) ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 80 plf at -2.00 to 80 plf at 32.46 B-P 114-1530 D-M 46 -1027 BC:From 4 plf at -2.00 to 4 plf at 0.00 B-O 1848 -79 M-F 1088 0 BC:From 20 pit at 0.00 to 20 plf at 32.46 O-C 441 -48 F-K 71 -1499 BC: 91 lb Conc.Load at 4.06,8.06,12.06,16.06 20.06,24.06 C-N 23 -702 G-K 69 -435 N-O 785 0 K-H 20 -394 Wind Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. ��rGG PROp�S Wind loading based on both gable and hip roof types. `@� a GIN SRO l40 19575 41 9 o. Gy OREGONDEFERRED rua«rt1 HEV*.W,ltiRoa ; '9 en.20,104 Q ■ 'VA D w W. .‘,/?* � Renews 6/30/2023 Kramer tHntnnand A..siscra.,nc. Consulting Structural Engineers **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 ant?SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 or webs shall have bracin installed per BCSI sections B3,87 or 610, /1111111 . as applicable. Appl plates to each face oftruss and position as shown above and on the Join.roetalls, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >N 1PY tel..' truss in conformance with ANSlfTPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engpneenng responsibility solelyor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 fh- L 1 ..0 1llA SEQN:277694 SPEC Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 1158 FROM:MG Qty: 4 Terrace Glen East DrwNo: 094.22.1536.13850 Truss Label: DGR1 BFR / GWH 04/04/2022 i..._...........___6'6.10 12'9'12 5'ir8 19ro"14 25'r4 28'9" 32's'8 6'6 10 -1"__.................._6.3.2..................1........._81112. ...........3'.6"14.i _- 6ys.._....._..................3s.12..�...........-3'8.8...� III4X5 T H 1111.5X4 __5.-- -.\\, 92X4 4 `i ss4X5 /`� / 1X /,- // 1 12 yE5 '- � ,. /t t` I 5 C�"' s,3X5 i - / \A o '\ NO f/ \\(u) 4h±\ III 3X5 111501 -3X5 =4X5 =C(8 1113X7 Q ++4X5 j 25'5'12 ) 6'11'12 H. 2, i 6'3'2 i 6'3'2 I 6'3'2 i r2'110 5'2'4 T3'4 ) 6'3'2 12'6.4 1a'6'6 20 25'r4 32'5 8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.070 N 999 360 Loc .R+ /R- /Rh I Rw 1 U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.140 N 999 240 p 1618 /- /- /705 /107 /286 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.021 H - - K 2311 I- I- /1031 /105 I- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.04 ft ..............._.._._.....___._...•HORZ(TL): 0.042 H - - Q 533 /-67 /- /38 /39 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf P BrgWid=5.5 Min Req1.7 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.570 = (Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.979 K Brg Wid=5.5 Min Req=2.1(Truss) RepFac:Varies byLd Case Max Web CSI: 0.941 Q Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:3.25 ft Loc.from endwall:Any FTIRT:4(0)/4(0) Bearings P,K,&Q are a rigid surface. GCpi: Plate :4(0)/ ( Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 127-2214 D-E 66 -902 Top chord 2x4 DF-L#2 C-D 106 -1698 E-F 50 -803 Bot chord 2x6 DF-L#2 Webs 2x4 HF#2 W1 2x6 HF#2;W2,W3,W4, W5 2x4 HF Standard+HF Stud; Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing N (a)Continuous lateral restraint equally spaced on N--M 1457 1457 --1881 -102 L-K 716 M-L 716 -102 member. Special Loads Maximum Web Forces Per Ply(lbs) ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. Webs Tens. Comp. TC:From 80 plf at -2.00 to 80 plf at 32.46 B-P 127-1530 D-M 113 -1031 BC:From 4 plf at -2.00 to 4 plf at 0.00 B-O 1846 -95 M-F 1088 -36 BC:From 20 plf at 0.00 to 20 plf at 32.46 O-C 401 -89 F-K 151 -1498 BC: 92 lb Conc.Load at 4.06,8.06,12.06,16.06 20.06,24.06 C-N 93 -659 G-K 104 -435 N-D 695 0 K-H 25 -414 Loading Truss designed for unbalanced snow loads. Wind �.°O PROpSS Wind loads based on MWFRS. C 1Sj End verticals not exposed to wind pressure. �0 1'9575Fin O-8- Wind loading based on both gable and hip roof types. �r E (9' ', -- DECEASED SUBMITTAL SEYEW TMIRS COCCI OREGON a ; Q en.20,10-- ...fi BOLD W O% Kremer OWN.and AaexIatea.Inc. Renews 6/30/2023 Cancutl3ng Structural Enginaars **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary) (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord,shall have a proper y attached rigqid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sectons B3,B7_ or B10, as applicabble. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >N ITS CIgbY truss in conformance with ANSI/TP! 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi i M ngq or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enQmeenng responsibility solelylor 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277703 MONO ' Ply: 1 Job Number: 0122135 Gust:R7175 JRef:1Xef71750002 T162 FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.1536.21577 Truss Label: DGR2 BFR / GWH 04/04/2022 2'3'8 81'10 14'912 18'4'13 i 21'0"14 275' 2'3"8 6'3'2 8'3'2 3'7'1 2'6"1 r 65'2 1112X4 a r 04X5 ��' ' F- $E�� W9 12 r3X5 / \5p j/-- W7 \,,, (a) F (4) \\8 .\\ WB \ ....„„ ,„ .. „, i 2x4(At) 5X7 B2 115%7 =H0508 a 3X5 =4X5 NM p3X7 H-2' 1 25'8" 1 2' (73"2 672 6810 ' i ' I 12BI ! '2 8'3'2 12 8'4 2098 276 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefltCSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.064 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.128 J 999 240 M 1735 I- I- 1792 /89 /292 BCDL: 10.00 Risk Category:it Snow Duration:1.15 HORZ(LL): -0.025 G - - N 1575 /- I- /670 /120 /- Des Ld: 49.00 EXP:B Kit:NA .HORZ(TL): 0.051 G - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:46.36 ft Building Code: Creep Factor:2.0 M Brg Wid=5.5 Min Req= 1.9(Truss) TCDL:6.0 psf N Wid=5.5 Min Req1.7 Truss Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.894 Brg = (Truss) TPI Std: 2014 Max BC CSI: 0.982 Bearings M&N are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.896 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.008.1108.20 B-C 130-2357 D-E 67 -1094 Lumber C-D 108-1878 E-F 48 -981 Top chord 2x4 DF-L#2 Maximum Sot Chord Forces Per PlyIbs Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; ( ) B3 2x6 DF-L SS; Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:HF Standard+HF Stud:W6,W7,W8, M-L 449 -330 J-I 1622 -167 W9 2x4 HF#2; L-K 2091 -249 I-H 900 -89 Bracing K-J 2091 -249 (a)Continuous lateral restraint equally spaced on member. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Special Loads M-B 126-1610 J-D 685 0 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) B-L 1667 -67 D-I 113 -1007 TC:From 80 plf at -2.00 to 80 plf at 25.50 L-C 379 -126 I-F 1040 -19 BC:From 20 plf at -2.00 to 20 plf at 25.50 C-J 96 -633 F-H 151 -1530 BC: 92 lb Conc.Load at 4.06,8.06,12.06,16.06 20.06,24.06 Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. ��,��O PROpSSS/ Wind 0N5 G IN E O Wind loads based on MWFRS. it" 19575 �� 7 rAir Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. (Vialwe • / DEFERRED...Wt.ROOM MIMI,PARTY; OREGONGI e 4R 1.en.20,l 6' BCD W'NA w. 6.w.*444tut r-44mi Renews 6I3012023 c*"sv°"q aau<anil a"yncan **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 Comelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357.2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached n id ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginst filed per BCSI sections B3,87_ or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buiiding_Components Group Inc.shai)not be responsible for any deviation from this drawing,any failure to build the ANRW Y CC:WA„ truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solelylor 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:260269/ MONO Ply: 1 Job Number: 0122135 Cust R 7175 JRef:1xef71750002 7153 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02653 Truss Label: DGR3 / GWH 04/04/2022 I 2'3'8 8G"10 I 14,312 18.4'13 I 21ro'14, 276• 23'8 633 6'3'2 3' 1 2'8'1 1 6'5'2 1112X4 (1 e45X5 /% F/;j X5_-;33 \\ /�-5J \\\\ w8 5 12 005 jl W7\ /.%' \\ \\\� (a) 0 x3X7 /� �\� \\ i- \�` 7 __ __ ~ __.._____..._�._ ..............___.__ \\ 81 J I -.2%4(A1)=5X7 55X7 .H0508 =4%5 114X5 NH 53X5 I--7 1 25.8" A 2' 51.2 3'8'14 2.8"4 6'3'2 6'8-16 I 7' I 8'3'2 I 12' 14'6"4 I 208'6 I 27'6' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.063 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.101 J 999 240 M 1720 /- /- /- /74 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.025 G - - N 1561 /- /- /- /69 /- EXP:B Kzt:NA HORZ(TL): 0.051 G - - Wind reactions based on MWFRS Des Ld: 49.00 Mean Height:46.36 ft ( )' NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 M Brg Wid=5.5 Min Req= 1.8(Truss) N Br Wid=5.5 Min Req1.7 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.894 g = (Truss) TPI Std: 2014 Max BC CSI: 0.660 Bearings M&N are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.885 Loc.from endwall:Any FTlRT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 B-C 109-2351 D-E 57 -1086 Lumber C-D 92-1866 E-F 39 -973 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per PlyIbs Bot chord 2x6 DF-L SS B1 2x4 DF-L#2; ( ) Webs 2x4:HF Standard+HF Stud:W6,W7,W8, Chords Tens.Comp. Chords Tens. Comp. W92x4HF#2; M-L 522 -36 J-I 1611 -71 Bracing L-K 2086 -91 I-H 892 -40 (a)Continuous lateral restraint equally spaced on K J 2086 91 member. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) M-B 110-1595 J-D 771 0 TC:From 80 plf at -2.00 to 80 plf at 25.50 B-L 1644 -52 D-I 46 -1002 BC:From 20 plf at -2.00 to 20 plf at 25.50 L-C 417 72 I-F 1059 0 BC: 86 lb Conc.Load at 4.06,8.06,12.06,16.06 C-J 25 -673 F-H 68 -1517 20.06,24.06 Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. 0 . PROfi'S Wind 5k tN `ri Wind loads and reactions based on MWFRS. 0 tJG 19575��iQ O2 Right end vertical not exposed to wind pressure. 9t"- r, Wind loading based on both gable and hip roof types. ,,» A O R EGO N o¢cenaeu eueaat2t.K6Vff.W(T1.1110 4AK1,1 1.0h V40.20,VA- G.V. OLD W.1` ; ,.. Renews 6l30f2023 Kr m.,n.Km"a,w An.o4ix.x.ins Cmwein S5,ne,al Fngi"eers **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 pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have prope y 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 lates to each face o7 truss and position as shown above and on the JoinfDetails., unless noted otherwise. efer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional informati fon. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN11W(COM4r;r truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit 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-i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260274/ MONO Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T89 / FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.03214 Truss Label: DGR4 / GWH 04/04/2022 4'4'4 8'6'10 14'9'12 2T6' ' I _ 37 28I '444 426 632 652 III 2X4 0 //w 5 o4X r,.J%w E J/ \\ / \\\ W9 12 o3pX5 i/� \� 5[' / W7 a7 \w6 1 =3X5(A1) B2 l -5X7 X10 -aX5 =3X5 J B3 =4X5 NM 83X7 1-411"12 I 23'5"4 1 i 4'012 4 14 I 3'112 Z5"8 I 632 ! _ 68"10 _... 4'0'12 8'1'10 12'0'12 14'6"4 20'9'6 2T6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc tJdefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.041 J 999 360 Loc R+ /R /Rh /Rw /U /RL_._...... BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.067 A 726 240 M 1888 I- /- /884 /97 /292 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.014 G - - N 1423 /- /- /599 /122 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:46.36 ft HORZ(TL): 0.028 G - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height: psf Building Code: Creep Factor:2.0 M Brg Wid=5.5 Min Req=2.0(Truss) TCDLSoffit: 2.00 IBC 2018 Max TC CSI: 0.882 N Brg Wid=5.5 Min Req= 1.5(Truss) BCDL:4.2 psf Bearings M&N are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.887 RepFac:Varies byLd Case Max Web CSI: 0.797 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 A-B 1418 -112 D-E 60 -969 Lumber B-C 79-1423 E-F 41 -856 C-D 89-1530 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#1&Bet.B2 2x6 DF-L#2; Maximum Bot Chord Forces Per PlyIbs B3 2x6 DF-L SS; (lbs) Webs 2x4:HF Standard+HF Stud:W6,W7,W8, Chords Tens.Comp. Chords Tens. Comp. W92x4HF#2; A-M 116-1282 K-J 1288 -243 Bracing M-L 4-1124 J-I 1318 -167 (a)Continuous lateral restraint equally spaced on L-K 1288 -243 I-H 788 88 member. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) M-B 127-1734 D-I 113 -734 TC:From 80 plf at -4.06 to 80 plf at 23.44 B-L 1564 -76 I-F 843 20 BC:From 20 plf at -4.06 to 20 plf at 23.44 L-C 89 -474 F-H 150 -1340 BC: 92 lb Conc.Load at 2.00,6.00,10.00,14.00 18.00,22.00 J-D 517 -53 Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live p PRE loads. •SCI-e p Wind co�� aG i N e . io2 I Wind loads based on MWFRS. • 19575 y j Right end vertical not exposed to wind pressure. • �r4. ' Wind loading based on both gable and hip roof types. 1' !1 f f OREGON oecenaeosuaer1Y..RENEW i1HIRD1Aam .04511 {.r�,/ T V4M 20,j'9 C of vu::Kramer ball.ami M1Engin,in4 Renews 613 012 0 2 3 ca,,oro g so-u,ni en9inaan **WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. AppTy plates to each face o7 truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITN COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enoineenng 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 411^.,.u• .....soars•...w,.,uaW.,,ae "ua .. .u. ,-... e...rriuu++tnr# •.,a.w........ ,....,.»,e...,xo„,t,....w'y SEQN:273124/ SPEC Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T107 FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.07334 Truss Label: E BFR / GWH 04/04/2022 343'10-8 12 I 2.3Y8 I 6'10"1 I 11'8'6 i 13'4'II11 18'11"6 27'6'12 I 30'10'4 I 337'12i 23 6 4'6 9 4'10'5 1'8'5 5'8'12 87'6 3'3'8 2'9'8 II1455 II11,5X4 m 3X5 II1.5X4 ,s3X5 ./ \�\, cal 03%5 /�-J \•\ `\ \\\\ / 'S 1 4X5 \\ \�\(4) (s) iI 1 03 6s c_ \\ \ (�) \\ e)f �j 11+e)r s ,-�� . W3....._", (s) � / I IY ii \•\8 / tl63x7(E5) S `,..W2 ` \ \\. 1/l/ 1\1 I ;I WI \\\ 1 t\j m irai R 82 0 P 0 B3 MN ML III3X5 =3X5 =3X5 m4%5=4X5 m 3X7 m4X5 r....T._'1" .__.._-_ _.__.....__._..................25'5"12-_-_____....._.........._......._........._................_..__..........__..._...�..._...............q.4*12...................,i 2' 4'8'9 6'6"9 5'6'12 1'4' 7'6'12 5'11'4 II4II'8 2' i- 6'6'9 I 13'1'3 I 18'r14 I �20' 27'6.12 I 33'6" 331o"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.028 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.055 F 999 240 T 1439 I- /- /766 /- /203 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 S - - N 1884 I- l- /933 /141 I- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:48.14 ft - HORZ(TL): 0.027 S - - L 553 /-25 /- /45 /24 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf T Brg Wid=5.5 Min Req 1.5(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.861 N Brg Wid=5.5 Min Req= 1.6(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.872 L Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.19 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.986 Bearings T&N are a rigid surface. Loc.from endwali:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s)- Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber - A-B 778 -41 D-E 46 -974 Top chord 2x4 DF-L#1&Bet.T2 2x4 DF-L#2; B-C 780 -16 E-F 54 -822 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; C-D 37 -804 F-G 66 -703 B3 2x6 DF-L SS; Webs 2x4 HF#2 W 1 2x4 DF-L 2400f-2.0E;W2, W3 2x4 HF Standard+HF Stud;W8 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Chords Tens.Comp. Chords Tens. Comp. Bracing A-S 21 -612 P-O 539 -73 (a)Continuous lateral restraint equally spaced on R Q 706 -182 O-N 539 73 member. Q-P 811 -131 Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. Purlins S-T 9-1408 F-P 115 -564 S-C 21 -1381 P-G 778 -37 In lieu of structural panels use purlins to brace all flat C-R 1005 0 G-N 115 -1021 TC@24"oc. R-D 28 -613 H-N 124 -720 Wind Q-F 406 -57 Wind loads based on MWFRS with additional C&C member design. fee PRpp Ss Right end vertical not exposed to wind pressure. .5 la G t f4 E ID Wind loading based on both gable and hip roof types. 1,40 • 19575 �� V r OREGON r/ orw6�osuewrla awTNwopanln 4R"en,20,199- 4,1r •"off+. Ito w.N K1cm.;OW and Mr: .Inc. Renews 6/30/2023 Consulting structural Englaems **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELiuS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 83,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional information. 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„<<,,AV*,,y truss in conformance with ANSI TPI 1, or for handling, shipping,,installation and bracing.of trusses. A seal on this drawing or cover page engineering this drawing indicates acceptance of professional enneenng responsibility solely-for the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:273114/ SPEC Ply: 1 Job Number: 0122135 Gust:R7175 JRef:1Xef71750002 T68 i FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.07364 Truss Label: El BFR / GWH 04/04/2022 I 30'1"4 1'10 4 2'3"8 60'1._.__ 118°6 13'4"11 18'11 6 2T6'12 28'1'6 34'1'12 39'8'B 1' _._...__._.. +......_.......410-+..... ....... _6'1 .L__._................__..._............ I-14 ...34331 1 2'3"8 4'6'9 d t0 5 1'8'S 5892 87"6 14 10 33'8 5612 8 5X5 _� G 1111:X4 i 305 1111.5X4 Td =-3X5 = _ LM 12 f xs �/ \\ S E7 or \`\ #36(5 `V -3X55 �l// `(a) (Y) \/: . A 3x5COf 00 (a) \\ '{' Aj w3 (a) \w8 r_ 113x7(55) 1 \\ III3X5 =.3X5 .3X5 =.4X5 R �3x7 «� 111.5X4 =5X7 I-2' j 25'5.12 j 69' A 5'10'4-----1 2' 4'6'9 6'6'9 5'6'12 1'5' T512 6'7" 58"8 12 2 i 6'6'9 i 13'1'3 18'7'14 i 20')' 2T512 i 34'1'12 39'10'4 to'1' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.027 T 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.055 T 999 240 W 1412 /- /- /755 /- /203 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.013 V - - Q 1839 I- /- /910 /139 /- EXP:B Kzt:NA Des Ld: 49.00 •HORZ(TL): 0.027 V - - P 830 /- /- /316 /48 /- Mean Height:48.14 ft N 570 /- /- /58 /9 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.937 W Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.926 Q Brg Wid=5.5 Min Req= 1.6(Truss) Spacing:24.0" C&C Dist a:3.81 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.868 P Brg Wid=5.5 Min Req= 1.5(Truss) Loc,from endwall:Any FT/RT:4(0)/4(0) N Brg Wid=- Min Req=- GCpi:0.18 Plate Type(s): - Bearings W,Q,&P are a rigid surface. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#1&Bet.T2,T4 2x4 DF-L#2; Chords Tens.Comp: Chords Tens Comp. Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; A-B 784 -42 D-E 45 -940 B3 2x6 DF-L SS; Webs 2x4 HF#2 W 1 2x4 2.1E RigidLam LVL DF;W2, B-C 786 16 E-F 53 788 W3 2x4 HF Standard+HF Stud;W8 2x4 DF-L#2; C-D 36 -784 F-G 65 661 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' 2.1E RigidLam LVL DF design properties based on Maximum Bot Chord Forces Per Ply(Ibs) ICC ES ESR-1210. Chords Tens.Comp. Chords Tens. Comp. Bracing A-V 22 -619 S-R 501 -72 U-T 687 -182 R-Q 501 -72 (a)Continuous lateral restraint equally spaced on T-S 778 -130 member. Loading Maximum Web Forces Per Ply(Ibs) Truss designed for unbalanced snow loads. Webs Tens.Comp. Webs Tens. Comp. Purlins V-W 9-1381 F-S 116 -570 V-C 20-1355 S-G 784 -37 In lieu of structural panels use purlins to brace all flat C-U 980 0 G-Q 115 -1056 TC@24"oc. U-D 28 -594 H-Q 126 -730 Wind 4"k PR(?FFS� T-F 412 -51 K-P 87 -507 Wind loads based on MWFRS with additional C&C .E.:, tkG IN •• 'p member design. �0 19575 l' y Right end vertical not exposed to wind pressure. pr._�, Wind loading based on both gable and hip roof types. AO OEf..AHED SUEMlttf.RE`AEw THIRD PARTY) OREGON 9R v$A,2o.1es'' {`P O ‘ALp W,� KINTef Outtken and Associates... Renews 613012023 Consulting swcara E.,. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n id 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 russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin1_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,4,n,Y,,�CP,,,Y truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solelylor 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:273147! SPEC Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1 Xef71750002 T76 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04759 ! Truss Label: E2 / GWH 04/04/2022 6'8"5 �13'"11 30' 1"4 39'10'15 53' 14 4'8"9 ' 1'8'5 1'�'14 ' 5'7"3 I 11 2'1"12 11'8"6 18'11"6 27'692 28;11"6 34'3"12 46'5'9 50't1 5T4"4 _ 61'6" . H-2,�t2 F.----50:�_'i 7..._.....-5'6'12�'......................8 ......._...."711.10 f"....._3.4.8 .,..............._6,9_......j...........4'5' H..-._..4'2"6 1 4.1"12 =4X8 5X7 T31111.H 41 ..11111.K4 =6X8 T 12 -S"Ak. ;, c Otz- 1111.5X4 *4X12 ii ` `\\ �l`\ 1 �q•. H0308 D �\\ \ Y \, /� /� � N 4X124 \(a) ) (a ``(� (a / s/i �..O III188.1\`�} / (al' /(a) �/ •'�a)P -t- v AD `\JN2 W4 `\\ \\ / \�, �� /// ��/ W19 v 10 m e R B5 i I 1113X7(E5)_WI \�\Z` ' R \\._ F!f' RI,. n .4%': 21 'W22 =3X5(A1)1 ,AE AC AB AA Z nY "X WV U T S 4X55X7 B3 4X8 _51475 83X7 =4X8 i 2'j 25'5"12 1 6'9" --- 23'3"4 1 4'--I 2'{ 4'6"9 I 6'6'9 ( 5'6'12 T6'12 I 69" I 52"4 I I 6'6"9 6'6'9 I 4'2'6( 14 2' 8'6'9 13'1"3 18T14 2T6"12 34'392 39'6" 46'9'1 53'3"10 57'6" 81'6" L.1''2 7 3'8"2.J 40'2' 12"7 I 61'2.2 ` Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.027 AB 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.142 Q 349 240 AE 1342 1- I- 1732 /- /96 BCDL: 10.00 Risk Category:II .Snow Duration:1.15 HORZ(LL): 0.009 D - - Y 1829 /- /- /928 /48 I- EXP:B Kzt:NA .HORZ TL 0.022 P - - X 1544 /- /- /786 /42 /- Des Ld: 49.00 Mean Height.47.59 ft ( )' NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 S 1456 /- 1- /828 !- /- Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.922 AE Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.868 Y Brg Wid=5.5 Min Req= 1.6(Truss) Spacing:24.0" C&C Dist a:5.55 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.942 X Brg Wid=5.5 Min Req= 1.5(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) S Brg Wid=5.5 Min Req= 1.6(Truss) GCpi:0.18 Plate Type(s) Bearings AE,Y,X,&S are a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Additional Notes Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 T3 2x4 DF-L#1&Bet.; WARNING:Furnish a copy of this DWG to the Chords Tens.Comp Chords Tens Comp_ Bot chord 2x6 DF-L#2 B1 2x4 DF-L#2; installation contractor.Failure to follow provisions of A-B 1019 -67 F-G 171 -553 B3 2x6 DF-L SS;B5 2x4 DF-L 2400f-2.0E; BCSI in handling and installation of trusses can result B-C 1019 -31 M-N 136 -657 Webs 2x4 HF#2 W1,W2,W3,W4,W19,W20,W21, in serious injuries.Do not permit inexperienced and C-D 924 12 N-0 114 722 W22 2x4 HF Standard+HF Stud;W9 2x4 DF-L#2; uninstructed people to install trusses.See D-E 142 -853 O-P 1670 89 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'"WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of E-F 150 -710 P-Q 1712 -142 Bracing temporary bracing. (a)Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply(Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Plating Notes A-AD 35 -851 Z-Y 435 0 All plates are 3X5 except as noted. AC-AB 631 31 V-U 586 0 AB-AA 695 -11 U-T 503 -76 Loading AA-Z 435 0 R-Q 143 -1553 Truss designed for unbalanced snow loads. Truss checked for 500#dead movable load along Maximum Web Forces Per Ply(ibs) A Bottom Chord,non-concurrent with any other live Webs Tens.Comp. Webs Tens. Comp. loads. AD-AE 130-1309 X-L 163 -1042 ns O PROpF AD-AC 808 -38 K-X 123 -515 In Pullieu of structuralpanels usepurlins to brace all flat •(� SS,� AD-D 60-1208 L-V 797 79 7 TC @ 24"oc. ON5 �G t N��� OZ AB-F 431 -35 V-M F-AA 155 -603 M-U 455 -33-3 ty 19575 Wind �r r AA-G 800 -71 O-R 135 -1836 G-Y 178-1146 T-R 641 -42 Wind loads based on MWFRS with additional C&C H-Y 182 -764 R-S 164 -1423 member design, n*ceaxeusus=n=.xevswim�ins nav; Wind loading based on both gable and hip roof types. OREGON ■ * A. 1 ven.20.JO t-t ,TbCDW k,el 0.54*nimt fuaxisut.In. Renews 6/30/2023 Consulting ao-au.d a" � I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Come€ius OR 97113 Component Safety Information,by TPI and SBCA)f6r safety practicespnor to performing these functions. Installers shall provide temporary (503)357-2118 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 bracingq installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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,nv ccu nnv truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely/or the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 I For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260022/ MONO Ply: 1 Job Number: 0122135 Cast:R 7175 JRef:1Xef71750002 T10 / FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.06974 Truss Label: E3 / GWH 04/04/2022 F ra• etn' I tatae I 1Yrt1 I tetra 2sev fre• a nose am 2a•2 Mgas PI 5HI bG5 �- +x % � *aa6 - \\ a 2' % \\ szs ' \ \\ ''''' \. \\ - \'\ .ray \\ \�" w, \\ \\ to T153X7(55) LI Et \ \\ 1 _ _ _ \ u ,r p p N M2xa aa%%5 aaxs afJf6 ea%S 96%aJ I-5. A or j I- -+ .bay'--•t'....._..........__ ;.;,% —_..__}.-._?g'a_.y-.._.._.__ieris—_t-._--z3ra.......H kg. Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.029 A 880 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.071 A 360 240 Q 1302 /- /0 /694 I- /256 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 P - - J 1078 /- /- /569 /153 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:49.12 ft •HORZ(TL): 0.044 P - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 0 Brg Wid=5.5 Min Req= 1.5(Truss) TCDL:6.0 psf J BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.542 = Req=- TPI Std: 2014 Max BC CSI: 0.856 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.789 Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 VIEW Ver:21.02.00B.1108.20 C-D 9 -712 E-F 0 -681 WAVE D-E 0 -808 F-G 0 -436 Lumber Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per PlyIbs Bot chord 2x6 DF-L#2 B1 2x4 DF-L#2; ( ) Webs 2x4 HF#2 W1,W2,W3 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud; O-N 621 -223 M-L 654 -140 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' N-M 654 -140 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Loading P-Q 27-1267 F-L 155 -651 P-C 16 -1240 L-G 826 -77 Truss checked for 500#dead movable load along C-0 865 0 G-K 175 -989 , Bottom Chord,between 0-0-0 to 21-8-0, O-D 6 -520 H-K 24 548 non-concurrent with any other live loads. N-F 486 -28 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. �0 PROF Wind loading based on both gable and hip roof types. �r�� �`SiS 0`� , G t N�t- /O� !!/ 19575 40, s OREGON J OEfEMEEDSUssn .n (TNIRU HFNTYF • �I94L D w.YO-- Renews 6/30/2023 Com.,nwwn.nn/u>ou,um.m. consoling scooting Enghwan **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 Comelus OR 97113 I Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri id 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 oposition and as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. 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 IPA CCNWANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engmeenng 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277749/ MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xet71750002 756 / FROM:MG Qty: 7 Terrace Glen East DrwNo: 094.22.0830.03652 Truss Label: E4 / GWH 04/04/2022 eW1en$1 21'114iYSi 1 32YW 29'13 I l 2re•4 Y8u. III.SM/ 31E(5� / E v .Esra �,\ 11 3.5 410 1 ,xs �) i Ise w3 1 Bt P \ \\\ I i w9t5 m323 ,nSMYS R145 MM z asre OnZt0'13 zru zrtz I z n5-B I 15-r3 I ?ems__..}.___ 2rn2 I 253•S 1we' Loading Criteria(pat) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in lac L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.033 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.062 N 999 240 Q 1401 I- /- /746 /- /277 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.010 D - - J 1179 /- /- /622 /151 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.028 P - - Wind reactions based on MWFRS Mean Height:48.70 ft Q Br Wid=5.5 Min 1. NCBCLL:0.00 Building Code: Creep Factor:2.0 9 Req 5(Truss) TCDL:6.0 psf J BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.507 = Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.899 Bearing Q is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.837 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 C-D 4-1051 E-F 0 •811 Lumber D-E 0 -935 F-G 0 -471 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply Ibs Bot chord 2x6 DF-L#2 81 2x4 DF-L#2; Chords Tens.Comp. Chords Tens. Corn Webs 2x4 HF#2 W1,W3 2x4 HF Standard+ Comp. Webs O-N 895 -224 M-L 763 -140 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' N-M 763 -140 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) member. Webs Tens.Comp. Webs Tens. Comp. Loading P-Q 47-1346 F-L 154 -756 P-C 38 -1327 L-G 898 -76 Truss checked for 500#dead movable load along C-O 983 0 G-K 175 -1096 Bottom Chord,between 0-0-0 to 23-8-0, N-F 595 -33 H-K 23 548 non-concurrent with any other live loads. Wind I Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. 'cv. PROp"s@ `g Gtfd ' i0 !(r0 19575 � p '' ( �`". O REGO N DEFERRED SUSMITTK.RF.Y#W MIRK PARTY1 tip,„IA,$n.20,1990 ,i OLD w•N`` . . � , Im Renews 6/30/2023 ..,.»_'" .55.Pulana.eemu..In<:. consYRlfg StrwDtl*I ERg4l2n **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 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, /1111164. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 4N MN n^.MPgnT truss in conformance with ANSI/l PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineng responsibility solely-for the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 o,.ouni nnrrr SEQN:260034/ MONO Ply: 1 Job Number: 0122135 Cost:R 7175 JRef:1Xef71750002 T71 / FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.06880 Truss Label: E5 / GWH 04/04/2022 e 1z sev rri' z re z Aq 19AXd' 1 12 `,�,,9p s I, U `` / \\15 \,\`,\\`,. U \ \G T f ,-N z „ I -... GN M K 'AM w'nxb r:1K5 r316 113xa A 1Y511 A 1'— i I 1'.71- two errs 'Sro l ;T1 -168 Y b see 15'1'2 19K'9 ,7,,, 1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.026 H 999 360 Loc.R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.050 H 989 240 0 966 I- /- /489 /141 /252 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.008 A - - J 1425 1- l- /781 I- /- EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.015 A - - Wind reactions based on MWFRS Mean Height:47.98 ft 0 Br Wid Min Re NCBCLL:0.00 TCDL 6.0 psf Building Code: Creep Factor:2.09 =- q=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.567 J Brg Wid=5.5 Min Req= 1.5(Truss) TPI Std: 2014 Max BC CSI: 0.849 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.667 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): ' .............................................................................................................. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 D-E 0 -563 F-G 559 -32 Lumber E-F 0 -684 G-H 583 -83 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L#2 B2 2x4 DF-L#2; Webs 2x4 HF#2 W7,W8,W9 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud; M-L 539 0 I-H 88 -474 Bracing L-K 502 0 (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Plyibs member. ( ) Webs Tens.Comp. Webs Tens. Comp. Loading N-C 168 -972 F-I 14 -1129 Truss checked for 500#dead movable load along C-M 876 -74 K-I 629 0 Bottom Chord,between 0-1-13 to 19-5-8, M-D 156 -670 I-J 43 -1392 non-concurrent with any other live loads. D-L 497 -27 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. ���tio PROFESS' : GtNF -O �r� 19575 �'i' 9 0 OREGON DEFERRED so r,� E ITWOSS3Nn; Qan.20,190b Q' A ". ■ . .,,e,., R°LO w•Nk` Renews 6/30/2023 N,amer a nlnn and Assosiswa.Int, Consulting av ceNm cogdnoor9 "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 pnor to performing these functions. Installers shall provide temporary (503)357-2116 bracin per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachoci rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for stndard plate positions.Refer to lob's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shalt not be responsible for any deviation from this drawing,any failure to build the AN MN CC.MNAAV truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracingof trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineng responsibility solelyor the design shown.The suitability and use of this drawing for any strcture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 Tl.___ '11 _L 1nn SEON:260036/ MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 172 / FROM:MG Qty: 8 Terrace Glen East DrwNo: 094.22.0830.02295 Truss Label: E6 I GWH 04/04/2022 0 i1 F-' den t +.7; {...._trit'1.4- _1,gip ..............}......z3'sn-4 a15 - soxa u) I ` I I( /i 4: `... i ill / (a /J `` �W1: ads `a T Y,,,: T i , fa I! F' j'• we..10+, o 1 -> ' 11 N N eaxe .au .were .a`xs psis enu A 1m i 1'—I +vr ssro 3'3'+ 255 K1ro r ��� rr+s� sse e•ero 1 rrz 1 lrse I nse-1 `at Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.030 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.057 L 999 240 P 1068 /- /- /562 /136 /252 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 A - - J 1291 I- I- /689 /- I- EXP:B Kzt:NA • TL HORZ 0.023 A - - Wind reactions based on MWFRS Des Ld: 49.00 Mean Height:47.98 ft HORZ(TL): NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 P Brg Wid=- Min Req= - J Br Wid=5.5 Min 1.5 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.520 9 Req= (Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.880 Bearing J is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.727 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.008.1108.20 D-E 0 -740 F-G 3 -951 Lumber E-F 0 -809 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Bot chord 2x6 DF-L#2 B3 2x4 DF-L#2; Ply(lbs) ) Webs 2x4 HF#2 W7,W8,W9 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud; N-M 646 0 L-K 808 0 Bracing M-L 646 0 (membernuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Loading O-C 166-1069 L-F 117 -377 Truss checked for 500#dead movable load along C-N 963 -69 K-G 884 0 Bottom Chord,between 0-0-1 to 21-5-8, N-D 151 -799 G-I 37 -1220 non-concurrent with any other live loads. D-L 628 -28 I-J 45 -1239 Wind Wind loads based on MWFRS with additional C&C member design. Left end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. �-'''s PROfi�`j3' ,. GfNk- i0 19575 �� 7 e I fire"..411Z I OREGON OK ERRED&MAIM.NEVE*/HMPAIr, 0 Si so.20,19�' Q' '.. �OL D W•� , Renews 6330/2023 Kramer OW*and Mar..mc. Consulting St.,aunt Eng3nums "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)tor safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y 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 53,B7_ or 810, as applicable. Apply plates to each face o7 truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional informati on. 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,RYCiMVA,.Y truss in conformance with ANSIII Pl 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 f SEQN:260043/ COMN Ply: 1 Job Number: 0122135 Gust R 7175 JRef:1Xef71750002 T58 / FROM:MG Qty: 8 Terrace Glen East DrwNo: 094.22.0830.06490 Truss Label: E7 / GWH 04/04/2022 7'8"8 114.'4�"13 32'11"6 41'10'1 55' "14 63'" 5'6"12 s'v"a 1'1 "6 I"-- 5'9"15 2'2�11 2'1�12 2'1"12 11'0" 20'11'6 26'1"2 31'1"1I 36'1I" 48'5"9 52'11"3 61'4"4 I 2'1"12 3'3.'112 I 6'6 9 f 5'1"11 I 4'11'18 ' 3'1"10 F 6'6"9 ' 4'S"11{ 6'2"6 = = 6XX6 4X5 1111.5X44J8 1115X5 =6L8 12 ---........_.........._..._.._..............._............_........ -.----...................... 5 V // \\ \\ H0308 ,,,..---- E / \ \ �// yM zH0308 ,e4X12 C0 // 1111,5X4 D ,!�J \ �\ fj W14 /'j ��\�\3X12 tv 6X8 r a \ �(a) (a) la) (a j ,4X5 _ '• �� la / IIII,SX4 A Bi,�(a)� \ a (a) 9\0 \\\ \, // W (a��� `/"\ '''1',),,, ,5P7 j 3 W4 ) \ \� ��, �// (yl/ WW ... � ( /J 21 °° r9•a v AE `�`,W2 �\ \ \\ \� f/ / W20 R b i 1 1113X7(E5)_W? in ,AF AD 82 AC AB AA Z 83 Y .X WV U 134 T .S 13X7 =4X5 =5X7 =3X5(A1) r.6X8 '�=5X75 121 34'2"12 A 25'3'4 I-2 H 2'I 5'6"12 6'6"9 _I 6'6"9 11''"2 F 5 3"7 I- 5 3"7 _ 5'1"8 �' 6'6"9 6'6"9 I 6'2"6 I "14 2' 7'6"12 14'1'5 20'7"14 2' 31'1"1 36'4"8 41'6" 48'9"1 55'3 10 61'6" 83'6" 3'9"1.Q 8"7 1•3•2 I•.......25'9"10 }42'2"7 '83'2"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.066 AB 999 360 LoC R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.105 AB 999 240 AF 1768 /- /- /954 /- /94 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.021 F - - X 3361 /- /- /1656 /66 1- EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.042 F - - S 1243 I- /- /695 /- /- Mean Height:47.59 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.897 AF Brg Wid=5.5 Min Req= 1.9(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.943 X Brg Wid=5.5 Min Req= 3.2(Truss) Spacing:24.0" C&C Dist a:5.95 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.953 S Brg Wid=5.5 Min Req= 1.5(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings AF,X,&S are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 1037 -64 G-H 239 -750 Top chord 2x4 DF-L#2 WARNING:Furnish a copy of this DWG to the B-C 1036 -27 K-L 480 0 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS;B3, installation contractor.Failure to follow provisions of C-D 921 -56 M-N 137 -677 B4 2x6 DF-L#2; BCSI in handling and installation of trusses can result D-E 222-1519 N-O 115 -752 Webs 2x4 HF#2 W1,W2,W3,W4,W20,W21,W22, in serious injuries.Do not permit inexperienced and E-F 238-1415 0-P 1161 -118 W23 2x4 HF Standard+HF Stud; uninstructed people to install trusses.See W14 2x4 DF-L#1&Bet.;W15 2x4 DF-L#2; "WARNING"note below.BCSI recommends retaining F-G 265-1192 P-Q 1286 27 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'a registered professional engineer for the design of temporary bracing, Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on member. A-AE 30 -862 Z-Y 730 0 AD-AC 1166 -110 Y-X 195 -426 Plating Notes AC-AB 1311 -105 V-U 596 0 All plates are 3X5 except as noted. AB-AA 991 30 U-T 741 20 AA-Z 991 -30 R-Q 26 -1149 Loading Truss designed for unbalanced snow loads. Maximum Web Forces Per Ply(lbs) Truss checked for 500#dead movable load along Webs Tens.Comp. Webs Tens. Comp. Bottom Chord,non-concurrent with any other live C-AE 93 -391 I-Y 94 381 loads. 'c(‘'� p� PROpS, AE-AF 176-1720 K-X 330 -2047 Purlins c� t N i AE-AD 1320 -95 X-L 178 -1265 In lieu of structural panels use purlins to brace all flat O 957g�� O'ti AE-D 91 -1470 L-V 898 -88 S? AD-D 154 -441 V-M 178 853 TC@24"oc. 1` AC-F 422 -49 M-U 613 0 Wind i F-AB 128 -602 U-O 69 -393 J�._<. I AB-G 752 -53 O-R 19 -1420 Wind loads based on MWFRS with additional C&C OREGON G-Z 111 -685 fF.R.-ATM,"884,, ..we@ member design. "n.20,199° Z-H 753 63 R=S "' w 19 Yt9f,' Wind loading based on both gable and hip roof types. '94` H-Y 174 -1217 R P,,, 102. 443 '0Lb w"N� Y-K 1679 -221 Renews 6/3012023 K'""'", ^l^r zae.A=nslaues.Inc Cansutlirg St.ctural Engi.,,rs '"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 bracingper BCSI.Unless noted otherwise,topchord shall have pro er attached structural sheathing and bottom chord,shall have a properly attachd rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sectons B3,B7 or B10, _ as applicable. Appl plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE'� drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 44MNCe,Va,.v truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional enqi��neenng responsibility solelyor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/I-PI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 - SEQN:260050/ COMN Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T66 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03979 Truss Label: ES / GWH 04/04/2022 7'8"8 14'493 � 32'11"6 41'10'1 55'1'14 63'" ' I LH " 22"11 2'1125612 34 ' 1'tb"6 5915 2'1"12 11'0" 20'11"6 261"2 31'1"1 361" 48'5"9 52113 61'4"4 21112 F�-- 6'6"9 ( 5'191 I 4'11"15 I '3H 3'1"10 6'6"9 4'5"11' 6'2"6 =6X8 =4X8 G 1111.5X4 I J K L-68 H 'T' ............................................. 12 -H0E08 %�\ \\ \`M H0308 II115X4 03Xo12 i' \\ \ �\ // W14 `/, - O \ �� / /' 3X12 4X56 / -J �\\ (a) '```) eta) \!(a) (a)(a�/ (a) (?Y ,. //����\ 1111.5'4 T \ / W20 % o 1 i 1 1 1113X7(EAS)E ;N1 �•` 2+ ' \\\� ili \� \tit J,,, �rt�, , ,•/ --=';:-. 2 -R io ,AF AD B2 AC =4 B M Z AG B3 y ®X WV U B4 T r S _e 5X7 I-5X7 5 =3X5(A1) =4X8 2'.�,..__._--_....-._.._. ---..._.....__......--'"'-' 11'5"----'�'-...__..._..._.._.__._ --25'0°8...__........__._..__...- _i 2�.1 2 f- 5'6"12 6'69 6'6"9 11¢"2 53"7 I_ 53"7 4_ 51"8 6'6"9 �_ 66'9 ,- 6'2"6 "14 2' 7'6'12 14'1"5 207"14 2 .Q 31'1", 36'4'8 41'6' 48'9", 55'3"10 61'6' 3'6" 1.1 ', 25'9'10 r4 2"7 F63'2"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.032 U 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.099 Q 259 240 AF 1250 /- /- /685 1- /94 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.009 D - - AG*334 /- /- /165 /6 /- Des Ld: 49.00 EXP:B Kzt:NA _____._.............................._................_._HORZ(TL): 0.024 P - - S 1304 1- /- /722 1- /- Mean Height:47.59 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AF Br Wid=5.5 Min Re 1.5 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.722 g q= (Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.893 AG Brg Wid=137 Min Req=- Spacing:24.0" C&C Dist a:5.95 ft Rep Fac:No Max Web CSI: 0.984 S Brg Wid=5.5 Min R rigid= 1.5(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings AF,AG,&S are a surface. GCpi:endall: Plate ): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Additional Notes A-B 1041 -64 I-J 393 0 Top chord 2x4 DF-L#2 WARNING:Furnish a copy of this DWG to the B-C 1040 -27 J-K 393 0 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS;63, installation contractor.Failure to follow provisions of C-D 929 -41 M-N 148 -755 B4 2x6 DF-L#2; BCSI in handling and installation of trusses can result D-E 118 -757 N-O 126 -825 Webs 2x4 HF#2 W1,W2,W3,W4,W20,W21,W22, in serious injuries.Do not permit inexperienced and E-F 135 -668 O P 1159 -123 W23 2x4 HF Standard+HF Stud; uninstructed people to install trusses.See H-I 393 0 P-Q 1285 27 W14 2x4 DF-L#1&Bet.;W15 2x4 DF-L#2; "WARNING"note below.BCSI recommends retaining Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938'a registered professional engineer for the design of temporary bracing. Maximum Bot Chord Forces Per Ply(Ibs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on member, A-AE 30 -856 V-U 665 0 AD-AC 695 -45 U-T 803 -27 Plating Notes AC-AB 604 -11 R-Q 26 -1148 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss designed for unbalanced snow loads. C-AE 93 -386 X-L 172 -1214 Truss checked for 500#dead movable load along AE-AF 125-1203 L-V 896 -87 Bottom Chord,non-concurrent with any other live AE-AD 791 -22 V-M 174 -834 loads. o p PRop Purlins c98 M-U 599 0 j'S' .S.es AC-DF 572 37 11 0 U-O 64 -376 In lieu of structural panels use purlins to brace all flat C9 �G 5N5 F.Q py F-AB 173 -609 O-R 28 -1452 TC @ 24"oc. t 9 AB-G 871 -88 T-R 903 -29 Ari G-Z 167-1135 R-S 128 -1252 Wind � I-Y 89 -375 R-P 102 -446 t f' " K-X 81 -391 Wind loads based on MWFRS with additional C&C OREGON Off E"NF'&M'TrA*F""w`TN1RD AAknI member design. .l a M.y.n..< Wind loading based on both gable and hip roof types. / 'i"en.20, e' -1OtD W 't'" , " Renews 613012023 Kramer G.*3.AssoOs," Inu Consulting Str.tursl Engi"ears "'IMPORTANT** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 instlled per BCSI sections 53,B7_ or B10, .441166 . as applicable. Ap Ty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to A PIN N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildinlg..Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITYMY.WAVY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineeing responsibilitysolely-for the design shown.The suitabilit 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 these web sites:Alpine:aipineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:273122/ COMN Ply: 2 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T57 I FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07256 Page 1 of 2 Truss Label: EDS BFR / GWH 04/04/2022 `' 2 Complete Trusses Required 6'8"8 1�3�•p"11 30aa i"4 39'10"i 5..3..'Q"2 59'1 'S 1�..._..asii 1 ids 1_r1_i'14 F............57_3... 1 1 20"15 z7�3 29"12 11'8"6 18'11"6 27'6'12 2'11'6 34'3' 2 496'9 50'11'3 5T2" 61'6" 1 2'1'112 4'11"i41 96'12 8'T6 1 "10 3'4'8� 6'6'9 1 4,5'111 a•z^s� I'Ttt =5X7 ''-4X8 G 1111.SH I IlldJ6 iII1.5X4 L 12 517'. :H0�108 /, \, \2'SXS / / M 61.5X4 s8X10 -- \\ / \`' Wt L ~ / t-,� H0308 3x5 i ;,...,---2.--- � da) \(a) (a�/ `,ta) fay; (a)(a) j' 1 ?J �!.- \\ (a) (a) \�(a) �\W9 ((� ` /! (a (a) �/j P'',1,-C) a 6Q6 I e rAG, W3 W4•.,\\\' ';\\ \\\\ /l /J,1 / /r/ �1' (a) -y6 \R - ZoT .t, III 3X7(E5) `e VVV""" v tj' K/ �'/ '�" IIIH0310 =4X8 =5X5 5X7''-4X5 AH0508("")AA 2 Al Y=5X7 =4X X8 =5X7 =3X At) 1114X5 -3X5(") III H0310 II15X7 1 2'i 25'592.__..._.................___....._....___. , _,_6,9,-.._11'8,}.............._._......-_- _-23'1`12........................___...___. itii4'i 2' 4'6'1 671 2'10713 8'10'14 8,"6 5'10'11 4'7$ 6'6'i 4'2"6 1'"2 I 2'I 6'6'1 1 13'1'3 I 16'' 2T6'12 '213'3'2 40'2^7 1 469 91 53'3'10 I 5T6"I '61'2'2 L.27 4 6'0"10 1'1.11"9 2'8' 3-{"14 7 18 '14 F............34'3,t2"1 1H422" 1....60" B1'6" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(ibs),or*.PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt 10.5 Ce:1.0 VERT(LL): 0.075 A 341 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.079 A 325 240 AH 1353 I- /- /7057 /5686 /168 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.158 S - - AB 1868 /- !- /1969 /106 1- EXP:B Kzt:NA Des Ld: 49.00 •HORZ(TL): 0.166 S - - Z 833 /- /- /933 /267 /- Mean Height:49.77 ft AI" 82 /- !- !94 n /- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.726 T 630 f- l- /7517 /7237 !- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.740 Al /-165 Spacing:24.0" C&C Dist a:5.82 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.986 Y /-96177 1 Loc.from endwall:AnyFT/RT:4(0)/4(0) /- U /-843 GCpi:0.18 Plate Type(s): ___.... Wind reactions based on MWFRS Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.006.1108.20 AH Brg Wid=5.5 Min Req= 3.8(Truss) Lumber Loading AB Brg Wid=5.5 Min Req= 1.5(Truss) Top chord 2x4 DF-L#2 Truss transfers a maximum horizontal load of Z Brg Wid=5.5 Min Req= 1.5(Truss) Bot chord 2x6 DF-L#2 B1,66 2x4 DF-L#2; 30744#( 500.00 plf)along top chord,from either Al Brg Wid=277 Min Req=- Webs 2x4 HF#2 W3,W4 2x4 HF Standard+ direction,to supports where indicated.Diaphragm and T Brg Wid=5.5 Min Req=4.0(Truss) . HF Stud;W9 2x4 DF-L 2400f-2.0E; connections are to be designed by Engineer of Record. Bearings AH,AB,Z,Al,&T are a W14 2x4 DF-L#1&Bet.;W19 2x4 DF-L Standard+ Drag Loads:Force(#) (PLF) Mbr Start End rigid surface. DF-L Stud; Case 1: 30744 500.00 TC -2.00 59.50 Members not listed have forces less than 375# Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' 30744 1174.93 BC 32.00 58.17 Maximum Top Chord Forces Per Ply(ibs) Bracing Truss designed for unbalanced snow loads. Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on Wind A-B 925 -490 J-K 2102 -2000 member. Wind loads based on MWFRS with additional C&C B-C 547 -461 K-L 3502 -3400 member design. C-D 1723-1637 L-M 4402 -4385 Nailnote D-E 2098-2529 M-N 4272 -4270 Nail Schedule:0.120"x3",min.nails Wind loading based on both gable and hip roof types. E-F 757-1129 N-O 4837 -4860 Top Chord:1 Row @ 6.00"o.c. F-G 1193-1482 O-P 3669 -3694 Bot Chord:1 Row @ 2.50"o.c. G-H 1432 -1316 P-Q 1928 -1940 Webs :1 Row @ 4"o.c. H-I 1780 -1662 Q-R 423 -339 Use equal spacing between rows and stagger nails I-J 2276-2159 in each row to avoid splitting. Plating Notes ¢EO PROp�, Maximum Bot Chord Forces Per Ply(Ibs) All plates are 6X8 except as noted. @'(4 t N ssi Chords Tens.Comp. Chords Tens. Comp. aG EF O ("")2 plate(s)require special positioning.Refer to C./ 41 2 A-AG 55 -426 Z-Y 13278-13390 scaled plate plot details for special positioning �4 19575 9` AF-AE 2285 -1960 Y-X 5000 5006 requirements. 0' AE-AD 3946 -3584 X-W 3847 -3854 t t a� /' AD-AC 3946-3584 W-V 3235 -1�4 Purlins AC-AB 4640-4419 V-U 1604 -1604 In lieu of structural panels use purlins to brace all flat OREGON AB-AA 5886-5995 °�t7"""f`"a"""'"136R'�""-t0f3BT TC @ 24"oc. �' m t AA-Z 5886-5995 a 1 an.20,iq9 Q .,..� -. �OL w^�� Maximum Web Forces•'tlii' Renews 6/30/2023 Webs Tens.Comp. 0/11e4 s:,regi '�,` l'np. AG-AH 2854-3508 Z-L 2246 -2349 "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 SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord,shall have a properly attachd ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sectons B3,B7_ or 810, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITV,{CA.., truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/:PI 1 Sec.2. 8801 Folsom Blvd.,Suite 10-, For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:273122 / COMN Ply: 2 Job Number: 0122135 Cust:R7175 JRef:1Xef71750002 T57 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07256 Page 2 of 2 Truss Label: EDS BFR / GWH 04/04/2022 Additional Notes AG-AF 3007-2589 L-Y 1017 -1096 Uplift connections required.See uplifts in R-and U AG-D 2287-2742 Y-M 1974 -2062 columns of Maximum Reactions table. AF-D 1631 -1760 M-W 2054 -2194 WARNING:Furnish a copy of this DWG to the D-AE 2296-2242 W-O 2797 -2827 installation contractor.Failure to follow provisions of AE-F 1633 -1561 O-V 2780 -2918 BCSI in handling and installation of trusses can result F-AC 1339-1601 V-P 3153 -3145 in serious injuries.Do not permit inexperienced and AC-G 1477 -1100 P-U 3223 -3320 uninstructed people to install trusses.See G-AB 1234 -1801 U-Q 3441 -3438 "WARNING"note below.BCSI recommends retaining AB-J 1770 -1799 Q-S 3631 -3738 a registered professional engineer for the design of J-Z 1812 -1783 S-T 3625 -3746 temporary bracing. k. •sk; PROF••=SS' ,, GthE /O to 19575. yrft t 4r DEFERRED SDE MITTk[.REYEW TRIRD NAM OREGON ■ . 14. von.20,JO 4.t OLD W. Renews 6130/2023 CansuM"g Svactuwl Eng3neora **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,installen and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)tor saty actices priorp to perforing these functions. Installers shall provide temporary (503)357-2118 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 83,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_g Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTPI 1, or for handlin shipping,,installation and bracingof trusses. A seal on this drawingor cover page ' listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPl 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 •t4ifilFi tiiiii/iiit/llitititti4{ik/i SEQN:260018/ MONO Ply: 2 Job Number: 0122135 Cust R 7175 JRef:1Xef71750002 T6 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03293 Truss Label: EDS1 / GWH 04/04/2022 I `' 2 Complete Trusses Required !]'N I 6IP1 *fro I ifZ I 1;21 1I 're': I n. r, g1.9X1 HI osh' G /,' %' \\ .31f85 // ' W5 \ \\ T 1 Warn '.47 .555 +.4-'7 I , I Are se•e I z •1z I rriz I ;','",it I St, Mtn Is r•r,z ma• Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=-PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.011 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.021 A 999 240 Q* 109 /- /- /69 /5 /504 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.026 P - - Q /-715 EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.027 P - - 0 /-403 Mean Height:48.70 ft M /-106 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.254 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.437 Q Brg Wid=284 Min Req=- Bearing Q is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.412 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Uplift reactions require connections continuous to A-B 443 -391 B-C 436 -382 Top chord 2x4 DF-L#2 foundation or offsetting dead load.See uplifts in Bot chord 2x6 DF-L#2 81 2x4 DF-L#2; U and R-columns of Max Reactions table. Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 HF#2 W2,W4,W6,W8 2x6 HF#2; Chords Tens.Comp. Chords Tens. Comp. W3 2x4 HF Standard+HF Stud; Q-O 1705-1708 M-L 2164 -2120 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' O-N 3021 -2969 L-K 1108 -1088 Nailnote N-M 3848-3805 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 6.00"o.c. Maximum Web Forces Per Ply(Ibs) Bot Chord:1 Row @ 5.50"o.c. Webs Tens.Comp. Webs Tens. Comp. Webs :1 Row @ 4"o.c. P Q 383 637 C O 599 543 Use equal spacing between rows and stagger nails in each row to avoid splitting. P-C 397 -631 Loading Truss transfers a maximum horizontal load of 12831#( 500.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 12831 500.00 TC -2.00 23.67 ���f,0 PROpk, 12831 542.17 BC 0.00 23.67 Truss checked for 500#dead movable load along �' �G IN EF �O Bottom Chord,between 0-0-0 to 23-8-0, to • 19575 oil 1-y non-concurrent with any other live loads. • �, Wind I41 ;r Wind loads based on MWFRS with additional C&C OREGON °E`AvriA4AUAMITM.xAv:£wtr""10.""n1 member design. Right end vertical not exposed to wind pressure. ,..14 Vde.20,1g9� Q" • Wind loading based on both gable and hip roof types. 'QOL D w.N� Cm,,.,nw,1*n snrt r.a, ,n.ir,c Renews 6130/2023 Consulting structure£r,giuears **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building comelius oe 97113 Component Safety Information,by TPI anti SBCA)fo safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 63,B7_ or 610, as applicable. AppTy plates to each face o7 truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the « q y truss in conformance with ANSITTPI 1, or for handling, shipping,,installs ion and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown,The suitabilit 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 10l For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260027/ MONO Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T24 / FROM:MG i Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06943 Truss Label: EDS2 / GWH 04/04/2022 ------------ I 5 S 2 Complete Trusses Required PI,; 1 ase --1--_-._5 sre �»a 2,-f sa�arax'� yy I a,sxa ad I1 1 / \ � ' i' ./j ;` I ij ti!it'ikotait 1 _ I A nra A r-1 s n•u sro Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in Ioc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.067 F 999 360 Loc R+ ../..R- /Rh................/Rw /U /RL........... BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.074 F 999 240 P 1068 /- /- /2473 /1407 /11723 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.164 A - - J 1291 /- /- /7472 /6177 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.98 ft HORZ(TL): 0.180 A - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 P Brg Wid=- Min Req=- Soffit: 2.00 BCDL 4.2 psf IBC 2018 Max TC CSI: 0.482 J Brg Wid=5.5 Min Req=4.0(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014. Max BC CSI: 0.637 Bearing J is a rigid surface. RepFac:No Max Web CSI: 0.876 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 B-C 510 -536 E-F 2833 -3224 Lumber Wind C-D 2043-2182 F-G 2869 -3330 D-E 2241 -2606 G-H 613 -547 Top chord 2x4 DF-L#2 Wind loads based on MWFRS with additional C&C Bot chord 2x6 DF-L#2 B3 2x4 DF-L#2; member design. Maximum Bot Chord Forces Per Ply Ibs ) Webs 2x4 HF#2 W7 2x4 HF Standard+HF Stud; Left end vertical not exposed to wind pressure. Chords Tens.Comp. Chords Tens. Comp. Bracing Wind loading based on both gable and hip roof types. O-N 5755-5672 M-L 5099 -4779 (a)Continuous lateral restraint equally spaced on N-M 5099-4779 L-K 3689 -3292 member. I Nailnote Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.120"x3",min.nails Webs Tens.Comp. Webs Tens. Comp. I Top Chord:1 Row @ 6.00"o.c. O-C 675 -1205 F-K 1935 -2031 Bot Chord:1 Row @12.00"o.c. C-N 1202 -804 K-G 4089 -3637 Webs :1 Row @ 4"o.c. N-D 1102-1498 G-I 3117 -3695 Use equal spacing between rows and stagger nails D-L 1496-1283 I-J 3109 -3706 in each row to avoid splitting. L-F 1918-2016 Loading Truss transfers a maximum horizontal load of 11727#( 500.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. ��e0 PROFS Drag Loads:Force(#) (PLF) Mbr Start End '( Case 1: 11727 500.00 TC 0.00 23.46 (�� �G t N E 'jib 11727 BC 0.08 19575 " 7 Truss checked for 500#dead movable load along r , Bottom Chord,between 0-0-1 to 21-5-8, non-concurrent with any other live loads. le +_'' OREGON OEFE4RF.D EUPW,rr,u.RF.l'»:W MOM PAR, Notes Uplift connections required.See uplifts in R-and U 1R en.20,1091' (GP =" columns of Maximum Reactions table. OLD W^ au M,a wG IM,andMyatrJrua.In. Renews 6130/2023 Consulting so-,a,aaa,Engiacan **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of websshall have bracinginstalled per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face off truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional enginering responsibility solely-for the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10" For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEON:260098/ SPEC Ply: 1 Job Number: 0122135 Cost:R 7175 JRef:1Xef71750002 T29 I FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04072 Truss Label: EGE / GWH 04/04/2022 5'7"13 11'3"10 18'1"11 24'T3 251'5' 28'11'4 32'5'8 36'8"10 38' l 5'7'13 I 5'7'13 6'10'2 ..J.�_,-- 6'5'8 19'13 3'6'4 I 3'6'4 1 8' 4'3"2 1'11 '1( =5X7 -_ 4x5 =3X5 3X5 P 55 _T U V W X -Y 3X5 12 r3X5 // o3X5 / / W12 G B�Sy (a)LL�7 01.5x4r)/; r/ =c� J W14 Wtb W18 D E'' r; IN %'CV10J ii iry r'' w w - .-'`'aq /(a) // {a) (a) 5,�(a) (a) (a) 0 ta) iv A i—i a \ AT AW/W8 z'�ii a) �` 15 8'ss, I �g Ti 'we l i,, ,W71 Wi! i 2 jW17 as W1 I w21 ,r a Cyr AK \ \ /�� '\ I 1 b....._ui........_........... di j 11 fq - AH AG AF AE BN�AD 82 AC ;U,,X WA s3X5 X4(") —3X5 =5X7 =5X7 3X5— 3X —9X7 2 =4X5 A 25'5'12 A 6'9' 1 6'5"4 A 8'5'11 i 9'6'4 I 7'8"9 I 6'5'8 I 4'8"6 I 1'9"10 8'S'11 17'11"15 25'8"8 32'2" 3610'8 3818 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udell L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.072 S 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: 1.00 VERT(CL): 0.145 S 999 240 AH 1298 /- /- /645 /- /16 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.017 M - - BN 1635 /- /- /835 /- I- EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.035 M - - AC 720 /- /- /228 /- /- Mean Height:50.74 ft AA*121 /- /- /39 /- /- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.298 AA /"119 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.902 AH Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24,0" C&C Dist a:3.87 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.873 BN Brg Wid=5.5 Min Req= 1.5(Truss) I Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): AC Brg Wid=5.5 Min Req= 1.5(Truss) AA Brg Wid=74.5 Min Req= - Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Bearings AH,BN,AC,&AC are a rigid Lumber Wind surface. Top chord 2x4 DF-L#2 Wind loads based on MWFRS with additional C&C Members not listed have forces less than 375# Bot chord 2x6 DF-L SS 82 2x6 DF-L#2; member design. Maximum Top Chord Forces Per Ply(Ibs) Webs 2x4:HF Standard+HF Stud:W2,W4,W6,W8, Chords Tens.Comp. Chords Tens. Comp. W 10,W 12 2x6 HF#2;W 3,W7,W 9,W 11,W 13,W 14,W 15,W 16End verticals not exposed to wind pressure. W 17,W 18,W 19,W20,W21 2x4 HF#2; Wind loading based on both gable and hip roof types. E-J 28 -908 P-U 0 -478 J-P 0 -552 U-V 0 -701 Bracing Brace all exposed vertical surfaces for lateral wind forces.Anchor the perimeter of exposed (a)#3 or better scab reinforcement.Same size&80% vertical surfaces and support lower roof using Maximum Bot Chord Forces Per Ply(lbs) length of web member.Attach with 10d Box or Gun sistered truss or nailer at edge of lower roof Chords Tens.Comp. Chords Tens. Comp. nails(0.128"x3",min.)@ 6"oc. diaphragm.All diaphragms,braces,and connec- AH•AG 1044 -117 AG-AF 1062 42 tions shall be designed by the engineer of record. Plating Notes All plates are 1.5X4 except as noted. Maximum Web Forces Per Ply(lbs) (**)2 plate(s)require special positioning.Refer to Webs Tens.Comp. Webs Tens. Comp. scaled plate plot details for special positioning AH-AK 0-1588 AW-BC 16 -387 requirements. AK-E 0-1109 J-BC 109 -479 Loading AK-AT 29 -382 BC-AF 129 -597 AW Gable end supports 8"max rake overhang.Top AW-J 5088 -86 V-AD 1154 0 -1347 chord must not be cut or notched. ��ti0 PRO1 . Truss designed for unbalanced snow loads. c' IN sj Truss checked for 500#dead movable load along O�. <JG FF1 OZ Bottom Chord,non-concurrent with any other live 4J 19575 7 loads. Purlins „�• /f In lieu of structural panels use purlins to brace all flat OREGON oafeuaeaauawnu,as»ew(MUM PARTY;TC@24"oc. r, ".1 ■ 7 an.20,'VP- !Q' - Additional Notes OLD w, V m r See DWGS A20030ENC160118&GBLLETIN0118 for Renewa633012023 Wan.,(NA ,P:: ,:..Inc gable wind bracing and other requirements. c"."iemsso-u wn a"��"� **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 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 83,B7 or B10, as applicable. Apply plates to each face o7 truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,4rtW COMP.,'truss in conformance with ANSI/T PI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawing,or cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:272138/ COMN 1, Ply: 1 Job Number: 0122135 Cust R 7175 JRef:1 Xef71750002 T74 / FROM:MG ; Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04478 Truss Label: EGE1 / GWH 04/04/2022 29'1"t 151 20'1'11 24'1" 34'1" 38'8'1 59'6" 201 11 -+--3'11.6 —a'11^isl a'r1o� 20'96 H F4" C P1 9� ..5X7 .=3X5 =3X5 1'r Q7 X AB -5 AF 12 C%' .1017 ;�7z8 '1 nH0308 /'- i �\ y12a ,%. 35 a5X7 fa ANH l(a (aat„1 (a (a (a.(a (a i (a� (�l % i(a(a (a) (a (a (a (a (a '-' r,,,,,,,,_1,.0 _ . 1 \'. P 1.71 CO CB BZ BX =-4BT X8 BO BL BK AV B1 .=8X8 .3X5 _3B =5X7 20' 3'9^t 5'3"7 4'S�t4., 20'790 F_.........._....._....._...__-_—_ 20'-_.........____...__..._... HI- 23'9' I----'34'4"8� 38'70"8..._.............._.___.__......._.........._....59s'.................._...._...�_._...........HI 0 i 5'3"7 29'1"1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria •Maximum Reactions(ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.018 V 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.063 BU 999 240 CQ*119 /- /- /60 /2 /4 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 AU - - AV*124 /- /- /62 /2 /- EXP:B Kzt:NA Des Ld: 49.00 •HORZ(TL): 0.006 AU - - BZ /-210 Mean Height:47.75 ft BO /-251 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.249 Wind reactions based on MWFRS Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.484 CQ Brg Wid=282 Min Req=- Spacing:24.0" C&C Dist a:5.95 ft Rep F .Varies by Ld Case Max Web CSI: 0.222 AV Brg Wid=306 Min Req=- Bearings CQ&BQ are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:ndall: Plate Types Members not listed have forces less than 375# Maximum Web Forces Per Ply(Ibs) Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Webs Tens.Comp. Webs Tens. Comp. Lumber Wind Q-BX 396 -54 AB-BP 76 -478 Top chord 2x4 DF-L#2 Wind loads based on MWFRS with additional C&C BT-AB 544 _66 Bot chord 2x6 DF-L#2 B1 2x6 DF-L SS; member design. Webs 2x4 HF#2 W1,WI1,M1,M2,M3,M4,M5,M6,M7,M16, End verticals not exposed to wind pressure. M 17,M 18,M 22,M 23,M 24,M 27,M 28,M 30,M 32,M 34,M 35,M 37, M45,M46,M47,M48,M49,M50,M51 2x4 HF Standard+ Wind loading based on both gable and hip roof types. HF Stud;W8 2x4 DF-L#1&Bet.; Additional Notes Bracing See DWGS A20030ENC160118&GBLLETIN0118 for (a)#3 or better scab reinforcement,Same size&80% gable wind bracing and other requirements. length of web member.Attach with 10d Box or Gun WARNING:Furnish a copy of this DWG to the nails(0.128"x3",min.)@ 6"oc. installation contractor.Special care must be taken during handling,shipping and installation of trusses. Plating Notes See"WARNING"note below. All plates are 1.5X4 except as noted. Loading Gable end supports 8"max rake overhang.Top chord must not be cut or notched. Truss designed for unbalanced snow loads. Truss checked for 500#dead movable load along ' PRpp�S Bottom Chord,non-concurrent with any other live a IN� S'i loads. O� GIN F41 Oy !U 19575 y Purlins r,i, A. In lieu of structural panels use purlins to brace all flat �i,. s OREGON oena NMI s:faMm!".ennEw saaU PARTY) S0.26,199 Q• ■ Renews 6/30/2023 x,e,mne„n"na kaa"ewr.tnc cenauain*ar.;,cary eny„*o.. **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,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safe actices prior to perforing these functions. Installers shall provide temporary (503)357-2118 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 bracingc�installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. f Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A„IT.<,;, p„y truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing.of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional eng neenng responsibility solely-or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260203/ SPEC Ply: 3 Job Number: 0122135 Cust:R 7175 JRef:1 Xef71750002 T59 1 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03184 Page 1 of 2 Truss Label: EGR / GWH 04/04/2022 1 5 < 3 Complete Trusses Required 6'8"5 13'"11 2�7'5.12 „A10'4 7'1�"8 ; 53' 14 I 4'6'9 ' 1'8'5 3'4"10 ' 1 10'14 3'5'' ' 2'2'11 11'8"6I 1 18'11'6I 24'1'2I "28'11'6 34'5" 139'0"15 46'5"9 50'11 57'4' 61'6"I414122 ' 5'0"1 5'6'12 5'1"11 1'5'10 2'047 6'6'9 14'511' 4'2'6' 4'1.12=5X7 1114X8 III 1.5X4 G HT3 14J8 K =8L8 M=6N8 5 U.7, 0 H0i08Fj,� �\ // , ,,I Q \ \ /" \\ \` !'/ �`" E=H0308 33X10 \ \• �W://24/ '11 ,„ �' �!4��'-- 3X10 % P 1113X7(E5) J \ ( ` \ !'� /! `'-� =6x8A I3 /7'� \ \ Wit �W1E ` r� \ \��� =3X5(A1) 743r. \� '\ , •• ` i\ �� /% / W2d.\ s T < • AH W4 '---- ', >✓ �, !! W2WW _....:.�� so in a 81 Wt W2 \ \lJ t `.1 .._... ......... W 65 1 ....._......... ..........__...__......._.. .... {)I I CSC............_. Al AG AF AE AO AC AJ"'AB AAri Z YX W V U 1112X4 -10X12 III H0715 B3 --3X10 68140715 1112X4 -10X12 =6X10 2 1 25'5'12 A 6'9" A 23'3"4 A 4'-H 2' 4'6'9 6'6'9 5'6'12 3'9"3II 6'6'4 3'10' "7 6'6"9 6'6'9 4'2"6 �qt"14 I 2')- 6'6"9 1 13'1.3 ( 18'7`14"1 L. 239'3 34' 1 37'10t8 I40'2'7 46'9'1 I 53'3'10 1 57'6'' 61'6" i'"2 3'B'9 1'7"8 3'8"2 -2 � 2T5�2 1-396` I....61'2'2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt 10.5 Ce:1.0 VERT(LL): 0.048 X 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.094 X 999 240 Al 3040 /- /- /783 /86 /96 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.013 F - - AJ 10092/- /- /847 /341 /- Des Ld: 49.00 EXP:B Kzt:NA -HORZ(TL): 0.026 F - - AA 9627 /- /- /751 /322 /- NCBCLL:0.00 Mean Height:47.59 ft Building Code: Creep Factor:2.0 U 3411 /- /- /888 /97 /- TCDL:6.0 psf Wind reactions based on MWFRS Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.220 Al Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.409 AJ Brg Wid=5.5 Min Req= 3.2(Truss) Spacing:24.0" C&C Dist a:5.55 ft Rep Fac:Yes Max Web CSI: 0.947 AA Brg Wid=5.5 Min Req= 3.0(Truss) Loc.from endwall:Any FT/RT:4(0)/4(0) U Brg Wid=5.5 Min Req= 1.5(Truss) GCpi:0.18 Plate Type(s): Bearings Al,AJ,AA,&U are a rigid surface. Wind Duration:1.60 WAVE,HS VIEW Ver:21.02.00B.1108.20 Members not listed have forces less than 375# Lumber Loading Maximum Top Chord Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 T3 2x4 DF-L#1&Bet.; Truss designed for unbalanced snow loads. Chords Tens.Comp. Chords Tens. Comp. I Bot chord 2x6 DF-L#2 B1 2x4 DF-L#2; Truss checked for 500#dead movable load along 0-E 53-1013 N-O 59 -1168 I 63 2x12 DF-L#2;BS 2x4 DF-L 2400f-2.OE; Bottom Chord,non-concurrent with any other live E-F 56 -961 0-P 53 -1062 Webs 2x4HF# ,W3,W4,W23,W24,W25, loads. F-G 65 -1073 P-Q 46 -1086 W26 2x4 HF Standardndard++HF Stud; G-H 52 -1016 Q-R 553 30 W11 2x4 DF-L#1&Bet.;W 12,W 15 2x6 HF#2; Wind Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' L-M 58-1044 R-S 569 -47 Wind loads based on MWFRS with additional C&C M-N 58-1044 Bracing member design. (a)Continuous lateral restraint equally spaced on Wind loading based on both gable and hip roof types. Maximum Bot Chord Forces Per Ply(Ibs) member. Chords Tens.Comp. Chords Tens. Comp. Nailnote AG-AF 602 -18 Z-Y 1172 -37 Nail Schedule:0.120"x3",min.nails AF-AE 912 27 Y-X 1000 32 Top Chord:1 Row @12.00"o.c. AE-AD 951 -29 X-W 981 -30 Bot Chord:1 Row @ 3.00"o.c. AD-AC 953 -29 W-V 599 -18 Webs :1 Row @ 4"o.c. AC-AB 951 -29 T-S 48 -515 Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row Maximum Web Forces Per Ply(Ibs) to avoid splitting. ��e0 PRO ,...S Webs Tens.Comp. Webs Tens. Comp. Special Loads a( tsj G t N f O AH-Al 48-1002 AA-L 100 -2663 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) 0F4s Z. AH-AG 765 -22 L-Z 2645 -89 TC:From 80 plf at -2.00 to 80 plf at 59.50 ;U • 19575 Dr AH-D 25 -750 W-Q 513 -15 BC:From 20 plf at -2.00 to 20 plf at 59.50 A00' AG-D 30 -419 Q-V 29 -385 BC:10000 lb Conc.Load at 21.83,35.88 ,44i- D-AF 428 -13 Q-T 50 -933 AC-H 2480 -74 V-T 743 -22 Plating Notes OREGON `J H-AB 95-2719 oFTeax4,�En r *E o ,cop4€g. All plates are 3X5 except as noted. T. `4n 20 1994 �Q" ■ ` Purlins °L D W.N ,,. In lieu of structural panels use purlins to brace all flat Renews 6/3012023 wram*r SW..and M.o.....tr. TC @ 24"oc. Consulting Strwtural Engin.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. "'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P 0 Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building comei,us OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporaryil (503)357-2118 bracingper BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, �` as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engc�ineng responsibility solelyor the design shown.The suitabilit and use of this drawing for any stucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260203 / SPEC Ply: 3 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T59 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03184 Page 2 of 2 Truss Label: EGR / GWH 04/04/2022 Additional Notes WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. The maximum concentrated load is 10000# 47. PROp�Ss � Gt?4� 'O to 19575 � y AESEOREO COMMA,REV*W iTIORD PAtttt; 0 OREGON �.".., 9 "sn 20 199e' p _. Rot o w N`` "r..,. Kr*ma A*hlnn*0*M*ncls",*Inc. Renews 6/3012023 Consulting Str st"rsl Englneots **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices rior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral resraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of russ and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solelyor the design shown.The suitabilit 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 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:260198/ COMN Ply: 3 Job Number. 0122135 Cust:R 7175 JRef:1Xef71750002 11 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.05507 Page 1 of 2 Truss Label: EGR1 / GWH 04/04/2022 < s 3 Complete Trusses Required 7'8"8 14'4"13 32'11"6 39'10"8 55''14 i. 3'1 ' I 5'6"12' I 3'4'� 1101 I 3'7"11' I 2'2111 ' 71"12 2'1"12 LL. 11'0' 20'11'6 26'1"2_ 31'1"1 I �36'2:12 41'10'15 48'5'9 52'11" 61'4'4 21a'12 3'3'12 6'6"9 5'1'11 4'11"13 3'3"6 I 70'7 6'6'9 4'5'111 ' 6'2"6 =6XX8 1115X III 1.5X44X8_10X12 IIE L`4 6X T 5 tit P - \ ;� �� I ```� N a H0308i .\ \\ \ I � ``\y H0308 01 sza ��� \ !! tal ,ii /f ,, I111 a A BCC - \\\, wiN % W't, �� / \�,:. o Tom"'/ 3 \ % /' W23 �R - 4 �/ S b z1 ± 1113X7(E5) w1 `�2¢ \� \fie in p • I I� �/ Q i'1�124 W25 n e i 1112XA 4xl5 82 AE AD AC AB 83 AA Al e Z B4 Y X W V 85 U ^T =10X12 IIIH0619 =8X10 =6X10 r10X12 =3X5(A1) III H0715 11I2X4 12.1 342"12 A 2674 1 2 I 1 7I 5'892 I 8'6"9 I 6'6'9 I142 i 5'3°7 I 8'97 1171 6'6'9 I 6'6"9 I 6'2'6 °i 394 2 7'6'12 14'1'5 20'7'14 2 31'11 39'10"8 4161 469°7 55'310 61'6 3'6'3'9'1 '7 t'8"2 25'9"0 4'2"7 F.632'2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in roc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98mph Pf:10.5 Ce:1.0 VERT(LL): 0.119 AB 999 360 Loc..R+......./..R- /.Rh .........../Rw /..0............./RL.._....... BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.235 AB 999 240 AH 4862 /- /- /993 /109 /94 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL): 0.029 F - - Al 18736 I- /- /1537 /475 1- Des Ld: 49.00 EXP:B ICzt:NA _�_ ._................_..._..................._..................-HORZ(TL): 0.057 F - - T 2773 /- /- /763 /57 /- Mean Height:47.59 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 AH Brg Wid=5.5 Min Req= 1.7(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.266 Al Brg Wid=5.5 Min Req=2.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.462 T Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:5.95 ft Rep Fac:Yes Max Web CSI: 0.850 Bearings AH,Al,&T are a rigid surface. Loc.from endwall:Any FT/RT:4(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,HS VIEW Ver:21.02.006.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Loading D-E 78-2028 K-L 54 -831 Top chord 2x4 DF-L#2 Truss designed for unbalanced snow loads. E-F 83-1993 L-M 54 -831 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS;B3, Truss checked for 500#dead movable load along F-G 93 -2208 M-N 57 -996 B4 2x12 DF-L#2;85 2x6 DF-L#2; Bottom Chord,non-concurrent with any other live G-H 85-2354 N-O 54 -1013 ' Webs 2x4 HF#2 W1,W2,W3,W4,W22,W23,W24, loads, H-I 60-1146 0-P 47 -1036 W25 2x4 HF Standard+HF Stud;W11, i-J 60-1146 Q-R 420 16 W 15 2x4 DF-L 2400f-2.0E;W 14 2x6 HF#2; Wind Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' J-K 60-1146 Wind loads based on MWFRS with additional C&C Bracing member design. Maximum Bot Chord Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Wind loading based on both gable and hip roof types. Chords Tens.Comp. Chords Tens. Comp. member. AF-AE 1320 -39 Y-X 1003 -24 Nailnote AE-AD 1854 -44 X-W 831 -20 Nail Schedule:0.120"x3",min.nails AD-AC 2008 49 W-V 929 21 Top Chord:1 Row @12.00"o.c. AC-AB 2009 -49 V-U 762 -16 Bot Chord:1 Row @ 3.25"o.c. AB-AA 2290 -57 Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row Maximum Web Forces Per Ply(lbs) to avoid splitting. Webs Tens.Comp. Webs Tens. Comp. 16 Special Loads AO' PRpFfiss AG-AF 1487 AG-AH 62 1-343 AA--KK 2918 73 2872 -----(LumbTC:Fromer D80 plf at 1.1-2.00 to Dur.80 plf at 1561.50 C./ �G 1 N F�iQ /O'L AF-D 33-1519� KK-ZY 291415 -5-72 BC:From 20 plf at -2.00 to 20plf at 61.50 72 19575 9C_r D A -EF 71632 4 2 M-W 49011 -27 BC:10000 lb Conc.Load at 23.83,37.88 � AE-F 32 -462 P-S 11 -816 Plating Notes 4� L G-AB 858 -186 U-S 850 -18 AB-H 2405 -49 oror8<iiiTi.i.iiiii,iii.v44iiiiiiri906 All plates are 3X5 except as noted. 0 OREGON f� a 4A'oe.2o,1090 L V� i Purlins ,T In lieu of structural panels use purlins to brace all flat ��D W' ;a",s„u r,u,u nru,. Inc TC @ 24"oc. Renews 6)30/2023 C.suIling atr au.a nngu..n **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI ant?SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 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 otwebs shall have bracin installed per BCSI sections B3,B7_ or B10, as applicable. AppTy plates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enoineenng responsibility solely Tor the design shown.The suitabilify and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TR!1 Sec.2. 8801 Folsom Blvd.,Suite 10 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:260198 / COMN Ply: 3 Job Number: 0122135 Cust:R7175 JRef:1Xef71750002 T1 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.05507 Page 2 of 2 Truss Label: EGR1 / GWH 04/04/2022 Additional Notes WARNING:Furnish a copy of this DWG to the installation contractor.Failure to follow provisions of BCSI in handling and installation of trusses can result in serious injuries.Do not permit inexperienced and uninstructed people to install trusses.See "WARNING"note below.BCSI recommends retaining a registered professional engineer for the design of temporary bracing. The maximum concentrated load is 10000# PROFESS O\y GtN��� Ov 1(/ - • 19575 AO' DEFERRED su&MTTA4 NEWEW irons FARM OREGON '11/j' n.ao,199�(�Q� LLD W. s loam.,Mt*Mn.,,n A..atlsu,s. Renews 6/30/2023 eansunmg structural Engl,,..rs **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,instalen and bracing. Refer to and follow the latest edition of BCSI(BuildingCometlus OR 97113 q g 9. Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (603I357.2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg__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 trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-Tor 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 10l For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277727 MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T163 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1536.39843 Truss Label: EGR2 BFR / GWH 04/04/2022 'ii ' Y10'15 12 I- -69•A --F- 1ar I '36.g'-'I" '.,7 I 4'ra'1u2 I E1ASu%4 � �s saes ,o /I/ :, /; a'` 1j/�J // ;,/ \\ �,sx exe4 Mi ii / , a/y ,, � _ _ ` sT J / � � � snti s t 1 / , 1 _ • ' - Vas .41 .au .5 .,5E paK! A 2E1.12 A 4'-1 f a3'St3 21113 I 212 I ,1'9719 f42t1 2 i I44S1 4 1 12 Hs e Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.033 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.145 H 342 240 p 1349 /- I- /- /30 /115 BCDL: 10.00 Risk Category:II Snow Duration:1,15 HORZ(LL): 0.011 A - - J 1865 I- I- /- /146 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:48.24 ft HORZ(TL): 0.023 H - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 P Brg Wid=- Min Req= - Soffit: 2.00 IBC 2018 Max TC CSI: 0.712 J Brg Wid=5.5 Min Req= 2.0(Truss) BCDL.4.2 psf Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.852 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.898 FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 C-ID 117 -490 F-G 1670 -36 Lumber D-E 111 -886 G-H 1713 -32 E-F 130 -996 Top chord 2x4 DF-L#2 Bot chord 2x6 DF-L#2 B3 2x4 DF-L 2400f-2.0E; Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 HF#2 W7,W8,W9,W10 2x4 HF Standard+ HF Stud; Chords Tens.Comp. Chords Tens. Comp. Bracing N-M 823 -73 L-K 708 -44 (a)Continuous lateral restraint equally spaced on M-L 708 44 I-H 21 -1554 member. Maximum Web Forces Per Ply(Ibs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) O-C 59-1282 F-I 125 -1889 TC:From 80 plf at 0.00 to 80 plf at 24.73 C-N 951 0 K-I 895 -72 BC:From 20 plf at 0.00 to 20 plf at 24.73 N-D 28 -811 I-J 155 -1784 BC: 147 lb Conc.Load at 2.67,6.67,10.67,14.67 D-M 467 57 18.67 Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. ,O PROP Wind ' F`SS Wind loads and reactions based on MWFRS. O,' tAG t NFL '02 Left end vertical not exposed to wind pressure. to 19575 f Wind loading based on both gable and hip roof types. r�� r • 0EEEVSED ADKYIRAL 5E11Ew iTNiftD FARM GI OREGON 11 von,20,1g9" (�,P 0LD W.N v Kramer n®*kn mut Amara...Km Renews 6130/2023 cansuitng 31rmtural E"su.e.s i **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installer and bracing. Refer to and follow the latest edition of BCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety actices prior to perforing these functions. Installers shall provide teporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have propedy 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, /111111/4. as applicable. Ap Ty lates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AK„ZY« A,.r truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown,The suitability and use of this 1 drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277739 MONO Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T172 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1536.46883 Truss Label: EGR3 BFR / GWH 04/04/2022 2]'B sYE't 12q•13 ts'*'11 21.11,1 x5SY �xt' F za•3 sch'-. 1 a•tt•+x I ze•1a I ss•a I as• h'tx n.1 Or exos �/ r- s3,e_, �V so \, UI ,t s .-'•///, a %we, 1 A �I 1 a3,0(Es) W1 \ 4\ A 1 43xE .425 .3%5 .s%5 I XA 64' I-r i 235' i e*r I s_s•a I ' I zttaat3 xrrtuz F z3T2 '"I1513 SOr Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflfCSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.048 N 999 360 Loc R+ /R- /Rh /Rw J U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.096 N 999 240 Q 1869 /- I- /- /98 /52 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 D - - J 1658 /- I- /- /98 /- Des Ld: 49.00 EXP:B Kzt:NA __.___._..... HORZ(TL): 0.029 D - - Wind reactions based on MWFRS Mean Height:48.70 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 0 Brg Wid=5.5 Min Req= 2.0(Truss) TCDL:6.0 psf J BrgWid - Min Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.586 = Req=- TPI Std: 2014 Max BC CSI: 0.899 Bearing Q is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.880 FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00E11108.20 C-D 106 -1495 E-F 70 -1201 Lumber D-E 91 -1325 F-G 50 -644 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply Bot chord 2x6 DF-L#2 B1 2x4 DF-L#2; (Ibs ) Webs 2x4 HF#2 W 1,W3 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud;W8 2x4 DF-L#1&Bet.; O-N 1300 -85 M-L 1114 -68 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' N-M 1114 -68 L-K 473 -29 Bracing (a)Continuous lateral restraint equally spaced on Maximum Web Forces Per Ply(Ibs) I member. Webs Tens.Comp. Webs Tens. Comp. Special Loads P-Q 118-1770 F-L 70 -1096 P-C 127 -1751 L-G 1277 -25 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-O 1461 -50 G-K 97 -1604 TC:From 80 plf at -2.00 to 80 plf at 23.67 N-F 633 0 H-K 16 547 BC:From 20 plf at -2.00 to 20 Of at 23.67 BC: 190 lb Conc.Load at 4.06,8.06,12.06,16.06 20.06 Loading Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 23-8-0, non-concurrent with any other live loads. 9 PROFi,`� Wind o, , ‘AGINEF /OZ Wind loads and reactions based on MWFRS. 1y_- 19575 y Right end vertical not exposed to wind pressure. 10 ram. Wind loading based on both gable and hip roof types. 4r " " ' �, PUMPED APPA4TTPI AEe1EW TRIRD PARTY) 0 ey OREGON J ..a i u «rc: , 5 5e.20,199- (GQ 0(D W.N Wm.,.(Whims smt P.M, Renews 6/30/2023 camwmq str aura Engl... **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,handlingg shipping,instalen and bracing. Refer to and follow the latest edition of SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)tfr safe actices prior to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper y attached structural sheathing and bottom chord shall have a properly attached n id ceiling.Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of russ and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ITN CCMPAnv truss in conformance with ANSI/TPI 1, or for handling, shipping,_installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional en Qineenng responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:273126 I SPEC Ply: 1 Job Number: 0122135 Cost:R 7175 JRef:1Xef71750002 T95 I FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.07365 i Truss Label: ECAP BFR / GWH 04/04/2022 5'5"9 10'5"11 14'11" 5'5"9 5'0"2 4'5"4 --4X5 C —EN /�i \� 12 % -'' �\ 5 [�% i'y �`,-. 3X5 0 1.5X4 ..! \- — A ��, i G E F IIl3X5 m3X7 h' 14'11" -{ 10'5"11 4'5"4 10'5"11 + 14'11" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.040 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.067 A 999 240 G* 80 I- /- /49 /8 /4 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.007 A - - E (-199 Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.011 A - - Wind reactions based on MWFRS Mean Height:54.41 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 G Brg Wid=178 Min Req=- Soffit: 2.00 IBC 2018 Max TC CSI: 0.570 Bearing G is a rigid surface. BCDL:2.0 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.250 RepFac:Yes Max Web CSI: 0.418 Maximum Top Chord Forces Per Ply(ibs) Spacing:24.0" C&C Dist a:3.19 ftChords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s) B-C 498 -29 C-D 505 -28 Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 DF-L#2 B-F 131 -668 F-D 46 -463 Webs 2x4:HF Standard+HF Stud: C-F 67 -667 Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Refer to DWG PB115160118 for piggyback details. •cC,x-EO PROFFsii' -@ G t N rc . i0 �O • 19575 � y �t isigm-Ao_of if G,��y OREGON DEFERRED 50B iE0 ru.nrnsw(THIRD*am 7� en.20,Sg-�!.3 • LLD W. V Renews 6/30/2023 •.. "."m"r nrnMn u,a*..o,w..i"c..' Can"uitfery St„et"nt Engine*rs **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 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7_ or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the *N,7 Cy*t,p truss in conformance with ANSI/TPI 1, or for handling, shipping,,iy,,,µ nstallation and bracing trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enqi_neenng 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:273149/ SPEC Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T67 / FROM:MG I Qty: 13 Terrace Glen East DrwNo: 094.22.0830.06009 Truss Label: ECAP1 / GWH 04/04/2022 5'11"4 10'591 15'02 20'117 H 5'11"4 4'6"7 { 4'6"7 { 5 11 4 =4X5 C 12 5 [ . „1.5X4 / ca 1.5X4 o B „---1..--- D a j �� :3 5(D1) !� �``,� /% \.�\3X5(D1) E G F =3X7 =3X5 I' 20'11'7 -I 10'5"11 3'6"5 6'11"7 H — 10'5"11 I 14' I 20'11"7 `1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.042 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.071 A 999 240 H* 82 /- /- /48 /8 /2 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.011 A - - G /-155 EXP:B ICzt:NA HORZ TL 0.018 A - - Wind reactions based on MWFRS Des Ld: 49.00 Mean Height:50.74 ft ( ) NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 H Brg Wid=251 Min Reg= - Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.559 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.250 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.79 ft Rep Fac:Yes Max Web CSI: 0.333 Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Loc,from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): B-C 761 -104 C-D 762 -117 Wind Duration:1.60 WAVE VIEW Ver:21.02.00E3.1108.20 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 DF-L#2 B-G 171 -608 G-D 178 -591 Webs 2x4:HF Standard+HF Stud: C-G 148 -814 Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Refer to DWG PB115160118 for piggyback details. Brace top chord of support truss with 2X4 purlins spaced 24"o/c max.Align upper and lower trusses and support upper truss on the purlins. 'c�1'ep PROF�Sd' •:' G ill�� /O C0 19575 � p e di'ilk 2 OREGON OE SiERAEDSUBMIT ES�REw MUM PARTY) "7 `en.20,19TQ' P BOL D w-'0,' n ; Renews 6/30/2023 B,emer nw,w,a�"r ns.oc.ua.mc. c*naBiBng aa;wmr"�Enyln**rs **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 SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fr saf actices priorp to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have roper) attached structural sheathing and bottom chord shall have a proprly attaches rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 14.3,97 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A,,ITN CeA4q*T truss in conformance with ANSI/1 PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enoineenng responsibility solelyTor 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260087/ COMN Ply: 2 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T69 / FROM:MG Qty: 1 Terrace Glen East DiwNo: 094.22.0830.06399 Truss Label: EDSCAP / GWH 04/04/2022 I % 5 2 Complete Trusses Required 5'11"4 I 10'5"11 I 15'0"2 20'11"7 H5'11"4 4'6"7 4'6"7 5'11"4 =4X5 C 5 L12 `1.5X4 / / �\\ �1.5X4 o Biwa D v i '.\ \, 3AX5(D1� �\.^\3X5 D1 C�'1 k Ill `�• H G F =3X7 =3X5 f 20'11"7 10'5"11 3'6"5 6'11'7 10'5"11 14' 20'11'7 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.021 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.036 A 999 240 H* 79 /- /- /48 /5 /2 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 A - - G /-104 EXP:B Kzt:NA Des Ld: 49.00 Mean Height:49.77 ft ` HORZ(TL): 0.009 A - - Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 H Brg Wid=251 Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.279 Bearing H is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.126 Members not listed have forces less than 375# Rep Fac:Yes Max Web CSI: 0.148 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.79 ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Types) B-C 378 -46 C-D 378 -47 Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Maximum Web Forces Per Ply(Ibs) Top chord 2x4 DF-L#2 Webs Tens.Comp. Bot chord 2x4 DF-L#2 C-G 67 -405 Webs 2x4:HF Standard+HF Stud: Nailnote Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @12.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. •c°1' PROp''SiT C9� , GINSF111 /0, !(7 . • 19575 P 0 OREGON J Oer ERRrOSUeMn(N..RrV,CW.wemri eanr • e T.s°a.20,19- ( OLD W"N ,��,,,, ,° .: Renews 6/30/2023 ..M.,Nfanxf aNs"n"""a"a ci.AA.F"t comunInp so-cmui eAplucan **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. 'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCS!.Unless noted otherwise,top chord shall have roper) attached structural sheathing and bottom chord shall have a proprly attached maid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections 53,B7 or B10, .411114.. as applicable. Appl plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to lob's General Notes page for additional information- Alpine,a division of ITW Buiiding_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITA CNA., truss in conformance with ANSI/IP! 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solelylor 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260100/ GABL IPly: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T70 / FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.06584 Truss Label: EGECAP I GWH 04/04/2022 Q"11 9'4"1 { 18'7"8 1II8'8"2 11 9'3"7 9'3"7 16'11 3'9"11 I 1'4"H =4X5 G (TYP) 12 5 , 3AX5(D1) 1 -18'7"8 H 11 186 1311 d.li 18'7"8 1 8"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.003 M 999 360 LoC R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.007 M 999 240 Risk Category:II ( ) Y* 198 /- !- /63 /11 /3 BCDL: 10.00Snow Duration:1.15 HORZ(LL): -0.001 M - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height 49.77 ft HORZ(TL): 0.003 M - - Y Brg Wid=224 Min Req= - NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing Y is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.132 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.119 Spacing:24.0" C&C Dist a:3.99 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.085 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Plating Notes All plates are 1.5X4 except as noted. Loading Truss designed to support 1-6-0 top chord outlookers and cladding load not to exceed 5.00 PSF one face and 24.0"span opposite face.Top chord may be notched 1.5"deep X 3.5" at 48"o/c along top edge. DO NOT OVERCUT.No knots or other lumber defects allowed within 12"of notches.Do not notch in overhang or heel panel,unless specified otherwise. Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. ��EO PROFS Wind loading based on both gable and hip roof types. ( d'� c? GINE O Additional Notes 1V� a 19$75 �' 9 See DWGS A20030ENC160118&GBLLETIN0118 for r,rr gable wind bracing and other requirements. ,, JO It1� .rr_L if O REGO N CEF5"RED SUt:PTu.REVIEW i1NIRU"MTYt 61 9 man.20,1990 Q* -FOLD W-1'►� �re.�.,� � Renews 6/30/2023 Nnunsr natty"not*a Ott a tnc." Consulting SKinturai Engine.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracinginstdlled per BCSI sections 83,B7 or 810, _ as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE'� drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. 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,R9 CCM., truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-or 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:260074/ COMN Ply: 3 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T65 / FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.02684 Truss Label: EGRCAP / GWH 04/04/2022 I- 5 %--s 3 Complete Trusses Required 5'11"4 10'5"11 15'0"2 20'11"7 5'11"4 4'6"7 4.6"7 5'11"4 .4X5 C — 12 �w�\\�\ 5 1.5X4 / \--,\ 1.5X4 o =3AX5(D1) i j �� �� �`\—` —3X5(D1) H G F =3X7 =3X5 H 20'11"7 10'5"11 3'6"5 6'11"7 10'5"11 14' F 20'11"7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:11 PP Deflection in loc L/def L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.014 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.024 A 999 240 H* 79 /- /- /48 /5 /2 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA -HORZ(TL): 0.006 A - - H Erg Wid=251 Min Req=- Mean Height:49.77 ft BearingH is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a g Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.186. Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.084 Spacing:24.0" C&C Dist a:3.99 ft Rep Fac:Yes Max Web CSI: 0.092 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Nailnote Nail Schedule:0.120"x3",min.nails Top Chord:1 Row ©12.00"o.c. Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. Repeat nailing as each layer is applied.Use equal spacing between rows and stagger nails in each row to avoid splitting. Loading Truss designed for unbalanced snow loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. ��,QL1 PROP . 5 GIfdF , , O 1[/� 19575 il p OREGON r Off ERRED:UBWTtat.RRIF.W(TNIRD PARTY 14 20,ti90 r Renews 6/30/2023 N5 ' "nl1,7 n""""r)' "' C"naBi"g StrMural fBgln""rs **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 (603)357-211e bracing per BCSI.Unless noted otherwise,top chord shall have roper) 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 83,B7 or 810, as applicable. Apply plates to each face oftruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. 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 IRV COMPANY truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enaineenng responsibility solely/or 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 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq•SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:272120/ HIP_ Ply: 1 Job Number: 0122135 Gust:R 7175 „Ref:1Xef71750002 141 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07177 Truss Label: HGR / GWH 04/04/2022 5'31 I 6'7"3I 14 9'6'10 i '1'1 158"1 ! '' 20'0'13 7753'9 531 1'4'2 2'11"7 1'T 4'6'7 4'491 2°72 1111.5X4 HI a3CXs5 l-� 12 3.54 r ' is3X5 ..�''i'' \\\ i�`-• \\\ W8 a 5X5 ,� \\\\ 1112C4'�i'�'� \\llel w1 N''', \.: T 1113x7((E3 0 1 P N\ \\' _3 N M B2 L K J 1112X4 =5X7 =5X7 =4X5 =3X5 !..........................4'11"7........................j...1'8'2.,},................_..._................................................................•t3'8"....._......................................__._........._._.._._____.__._J 5' 4'5'15 4. 1'6" 4'4'11 4'6"7 4'6°7 4' 5 4'11"7 657 10'10'2 15'4'9 19'11"1 .03'9 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.123 A 511 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.246 A 255 240 p 401 I- /- I- /24 I- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.022 A - - N 1818 I- I- I- l75 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.043 A - - J 1764 I- I- /- /66 /- Mean Height:44.89 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.995 P Brg Wid=7.0 Min Req= 1.5(Support) BCDL:4.2 psf N Brg Wid=7.8 Min Req= 1.9(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.582 J Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI:' 0.973 Bearings P&N are a rigid surface. Loc.from endwall:NA FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 2042 -103 C-D 1402 -72 Top chord 2x4 DF-L#2 B-C 2031 -102 F-G 38 -792 Bot chord 2x4 DF-L#2 B2 2x8 DF-L#2; Webs 2x4:HF Standard+HF Stud: W 1 2x8 DF-L#2;W7,W8 2x4 HF#2; Maximum Bot Chord Forces Per Ply(lbs) Lt Slider:2x4 HF#2;block length= 1.937' Chords Tens.Comp. Chords Tens. Comp. Bracing A-O 96-1900 N-M 67 -1331 (a)Continuous lateral restraint equally spaced on P-N 69-1382 L-K 643 23 member. Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) C-O 21 -475 M-F 114 -1179 TC:From 0 plf at 0.00 to 191 plf at 9.90 O_P 26 -572 F-L 622 -24 TC:From 40 plf at 9.90 to 40 plf at 15.34 N-D 85-1585 L-G 630 0 BC:From 0 plf at 0.00 to 47 plf at 9.90 D-M 1910 -84 G-K 38 -1056 BC:From 198 plf at 9.90 to 459 plf at 15.34 TC: 800 lb Conc.Load at-4.95 Wind Wind loads and reactions based on MWFRS. pep PRpfi Right end vertical not exposed to wind pressure. e Wind loading based on both gable and hip roof types. ��5 <JG t M F:sos:Nor..i....719575(#-4sr r OREGON DEMME, SM ti.eEVAW THIRD PAXDO i 'en.20,AO' P ROL© vv.V, Renews 6/30/2023 cnn.o sng He crust en .,,n **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by WI and SBCA)tar safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracinginstalled per BCSI sections 613,B7 or B10, as applicable. App plates to each face o truss and position as shown above and on the JoinFDetails., unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 MN , truss in conformance with ANSI/TPI 1, or for handling, shippin installation and bracing of trusses. A seal on this drawi Mo.,or cover page listing this drawing, eng ineering acceptance of professional responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/1-P!1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:272122/ MONO Ply: 2 Job Number: 0122135 Cust:R 7175 JRef:1 Xef71750002 T54 / FROM:MG Oty: 1 Terrace Glen East DrwNo: 094.22.0830.07052 Truss Label: HGR1 / GWH 04/04/2022 I 5 5 2 Complete Trusses Required 5'513 i 10 9'11'13 1 11.'59 13314, 16510 I 19'1115 '2"11 5'5'13 413' 158 1 '8 3'5'12 374 212 1111.5X4 GM Is3X5 !'"^~ — /i/ 12 n3X70i i' M 1$04 i"�./-'` \\.. C i. T 03X5 i �' // \\ �\\ /--- / \\ \\ ic' `` � / tF-- \ I N 1 — 2X4(Al N11.SX4 �_ \\ L B2 K =4X51J .8X8 i3X5 Y3Xs 111355 I 9'10'1 1 10'49 1 541 ! f8' 1 34' 1 3'4" 1 34 I 5'4.1 9'103 13'72 165"2 18'10'3 a1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.075 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.150 A 797 240 N 2018 /- /- /- /97 /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): -0.011 C - - I 137 /- /- /3 /- /- Des Ld: 49.00 EXP:B Kzt:NA — HORZ(TL): 0.021 C - - Wind reactions based on MWFRS Mean Height:44.86 ft N Br Wid=7.8 Min = 1. NCBCLL:0.00 Building Code: Creep Factor:2.0 9 Req 5(Truss) TCDL:6.0 psf I BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.266 = Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.051 Bearing N is a rigid surface. RepFac:No Max Web CSI: 0.551 Members not listed have forces less than 375# Spacing:24,0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) I Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 ;Plate TyP e s: Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 A-B 1143 -57 C-D 1324 -67 Lumber B-C 1339 -67 D-E 1336 -69 Top chord 2x6 DF-L#2 Bot chord 2x6 DF-L#2 B2 2x8 DF-L#2; Maximum Sot Chord Forces Per Ply(Ibs) Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Chords Tens. Comp. Nailnote A-O 55-1087 L-K 21 -407 O-M 55-1092 Nail Schedule:0.120"x3",min.nails Top Chord:1 Row @ 6.50"o.c. Maximum Web Forces Per PlyIbs Bot Chord:1 Row @ 5.00"o.c. ( ) Webs :1 Row @ 4"o.c. Webs Tens.Comp. Webs Tens. Comp. Use equal spacing between rows and stagger nails M-N 49 -994 E-K 600 -28 in each row to avoid splitting. M-L 20 -379 K-F 50 -415 Special Loads M-E 67-1374 -----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 0 plf at 0.00 to 191 plf at 9.90 TC:From 40 plf at 9.90 to 40 plf at 10.38 BC:From 0 plf at 0.00 to 47 plf at 9.90 BC:From 198 plf at 9.90 to 457 plf at 10.38 TC: 800 lb Conc.Load at-9.84 Wind eEO PROp , Wind loads and reactions based on MWFRS. 'C GIN - d'j0 Right end vertical not exposed to wind pressure. CI 19575 F.Q -- Wind loading based on both gable and hip roof types. 9r_r Building designer is responsible for conventional ' yam• framing,including corner rafters and fascia. - OREGON MEEEMKEEDSU u.NEr .MOROPAnm 'rote w.�� nm: ;:" r;. : Renews 6t30f2023 Kramer n.Men sn4 A..w.ws.Inc CuneuKing g0 . **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,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI ant?SBCA)f 'r safety practices rior to performing these functions. Installers shall provide temporary (503)357.2118 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord,shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sectons B3,B7 or B10, i�as applicable. App plates to each face oftruss and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the H vcoM 4*y truss in conformance with ANSI/?PI 1, or for handling shipping,,installs ion and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:272125 I HIP_ Ply: 1 Job Number: 0122135 Cast:R 7175 JRef:1 Xef71750002 15 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.07099 Truss Label: HGR2 / GWH 04/04/2022 3'4'11 8'915 14'07 3"3 3'4'11 5'5'4 52°8 2'12 61.5X E i _r.. i 3.54 -.� o3X5 i -- C i / s 5X5 i \' s, / .N P 7 e \ ` =3X5(B1) J I 1 82 H GF 33X5 =4X5 =n4X5 1 f---3'1°3 i 11'1'15 3'1'3 I 5'54 ( 5'4'4 3'1'3 3'87 13'10'11 4 4 '3 Loading Criteria(par) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in lac L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.108 A 359 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.216 A 180 240 J 1536 I- I- I- 170 /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.032 I - - F 763 /- /- I- /26 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.00 ft •HORZ(TL): 0.064 I - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 J Brg Wid=7.8 Min Reg= 1.6(Truss) TCDL:6.0 psf F BrgWid - Min Re Soffit: 2.00 BCDL'4.2 psf IBC 2018 Max TC CSI: 0.409 = q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.252 Bearing J is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.839 Members not listed have forces less than 375# Loc.from endwall:NA FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 A-B 1587 -76 Lumber Top chord 2x6 DF-L 2400f-2.OE Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 DF-L 2400f-2.OE 82 2x6 DF-L#2; Chords Tens.Comp. Chords Tens. Comp. Webs 2x4:HF Standard+HF Stud: A-I 70-1455 J-H 42 -868 W1 2x4 2.1E RigidLam LVL DF; 2.1E RigidLam LVL DF design properties based on Maximum Web Forces Per Ply(Ibs) ICC ES ESR-1210. Webs Tens.Comp. Webs Tens. Comp. Special Loads I-J 71 -1510 B-H 1216 -49 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) I-B 68-1427 TC:From 0 plf at 0.00 to 191 plf at 9.90 TC:From 40 plf at 9.90 to 40 plf at 14.26 BC:From 0 plf at 0.00 to 47 plf at 9.90 BC:From 198 plf at 9.90 to 308 plf at 14.26 TC: 800 lb Conc.Load at-3.10 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. �QECi PRop . Building designer is responsible for conventional aC 3'j 5 framing,including corner rafters and fascia. �: , G t hl O,y • 19575 9 OREGON DEFERRED S.WM,REV.'',MSS°FMTYi welt T en.20,199s .�,«_ .,. ■ =,= TOLD W•NtiQ Renews 6/30/2023 k,e,w fish...Murcia..Inc. Sonsutling Structural Enginamn **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,instalen and bracing. Refer to and follow the latest edition of SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fr saty ractices pnorg to perforing these functions. Installers shall provide temporary (503)357-2118 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 810, as applicable. Apply plates to each face o7 truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,.,,C, .,;y truss in conformance with ANSIITPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawi �, n or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-Tor 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259715 I JACK Ply: 1 I Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T20 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06056 Truss Label: J p / GWH 04/04/2022 Fi21 374 4'9'_ 8'095 i"'-...-__� 374 + 1'1'/2 1'3'15� 1111.5X4 EF 12 C14X5 j ' 5 G' III 5X 4 ,--D tS-l/ � i 1 ' s3X5 i ej \ ` \ • y // \\ T 113X7(E5) K J \\\ 1 _ _ HG 1114X8 =3X5 1111.5X4 1113X5 _..__.___3'5'8-_.._._._..__._.-A-12'12-.__...1'7.7.......-i 3'5'8 i 1'1'12 1'3'15 i TSB 474 5'11'3 I�4.y8 8'3"17 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.100 A 433 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.198 A 218 240 K 756 /- /- /270 /39 /65 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.028 J - - I 1431 I- /- /311 /35 1- EXP:B Kzt:NA Des Ld: 49.00 T__.................................................................................._-HORZ(TL): 0.056 J - - G - /-998 /- /37 /224 /- Mean Height:43.23 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.880 K Brg Wid=5.5 Min Req= 1.5(Truss) BCDL.4.2 psf I Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.400 G Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.994 Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings K&I are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 804 -143 C-D 444 -17 Top chord 2x4 DF-L#2 B-C 861 -116 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: W 1 2x4 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Chords Tens.Comp. Chords Tens. Comp. Special Loads A-J 131 -686 I-H 18 -468 -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) K-1 19 -494 TC:From 30 plf at -3.46 to 30 plf at 2.85 BC:From 20 plf at -3.46 to 20 plf at 2.85 Maximum Web Forces Per Ply(Ibs) TC: 300 lb Conc.Load at-3.46 Webs Tens.Comp. Webs Tens. Comp. BC: 500 lb Conc.Load at 1.15 C-J 211 -699 I-D 47 -1072 Loading J-K 242 -791 D-H 1164 -44 Truss checked for 500#dead movable load along Bottom Chord,between 1-0-0 to 2-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C PR Ep Op member design. �' -SS Right end vertical not exposed to wind pressure. O�5 G t N e y , OZ Wind loading based on both gable and hip roof types. W 19575 7 r Additional Notes (•4/ Negative reaction(s)of-998#MAX.from a non-wind load case requires uplift connection.See Maximum OREGON DEFERRED Bss x xl RE»EW nNg*g P.M Reactions. 0 ro . e Building designer is responsible for conventional 44b Owe n. ° tk'f" a ' framing,including corner rafters and fascia. Rerrews6/30/2023 grum.rn.M.,,an4 Aaanclmo,.mc Consulting Structural Engtrtems **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,handlino, installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)tor safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached ngid ceiling.Locations shown for permanent lateral resraint of webs shall have bracing installed per BCSI sections 53,B7 or 810, as applicable. AppTy plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg.�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,,,.*C,; A„ truss in conformance with ANSI/I-PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibilitysolely-for the design shown.The suitabilit and use of This drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259694/ JACK Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T28 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.05539 Truss Label: J1 / GWH 04/04/2022 4'9' 8'0"15 ' 11 I' 4'9..' .........................33'1 ........ 2 5 1111.54E 12 �-'�i-- 5L ,, �� T a M (a) T 1I13X7(E5) K J I H GF 1111.5X4=3X5 1114X5 I[1.5X4 III 1.5X4 I 3'5"8— j 1'2'12 A 3'77 j 374 10"4_ 3'5"11 {$'3"d"g711 3'7"4 --')"4'5"8' T11"3 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt:10.5 Ce:1.0 VERT LL: 0.067 B 318 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.143 B 148 240 K 181 1-100 /- /156 /24 /86 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.024 B - - I 846 /- /- /357 /- 1- EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.053 B - - F 496 (-141 /- /3 /90 /- Mean Height:43.65 ft Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 IBC 2018 Max TC CSI: 0.543 K Brg Wid=5.5 Min Req= 1.5(Truss) BCDL:4.2 psf I Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.954 F Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.976 Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings K&I are a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Lumber B-C 385 -107 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Webs Tens.Comp. Webs Tens. Comp. Bracing H-I 101 -612 H-C 149 -723 (a)Continuous lateral restraint equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,between 1-0-0 to 4-10-4, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Cl'��0 RR0A-L.. ,@ vx G►fv� 'o OREGON J nnrnnurusupr.mae.Rrnew-rnwe.rw wet gin.20,10' -01.DW �� Renews 0131192023 ..,NA Kramer SW*.snn n..«iw..km Cnn,uMrg Struck.fnpl,xw. **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 comellus OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Amity plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to A L P I N E drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 Mk a:MA6R truss in conformance with ANSI/T PI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEON:259699/ JACK Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T30 FROM:MG ' Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06256 Truss Label: J2 / GWH 04/04/2022 4'9" 10'0'15 0'"11 4'9" —"-- I- 5'3'15 2 1111.5X4 DE 12 5 ��" S 3)C5 �/� ,,3x5 A% /-- N 1113X7(E5) K J I H IT 82 GF 1111.5X4=3X5 -4X5 1111.5X4 1111.5X4 r 35,8 A l2"12 k 5'7' 17 ....._.................._3'7 4... 1�4 ........_..............................._5'5"11._-........_........................ 4, 37'4 --�4'S' 511"3 TO "11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.054 A 766 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.138 B 153 240 K 141 /-297 1- /116 /40 /108 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 J - - I 1072 I- 1- /414 I- 1- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.052 B - - F 574 /-15 I- /69 /79 /- Mean Height:44.07 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf K Br Wid=5.5 Min 1.5 Truss Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.712 g Req= (Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.882 I Brg Wid=5.5 Min Req= 1.5(Truss) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.931 F Brg Wid=- Min Req=- Loc,from endwali:Any F Bearings K&I are a rigid surface. GCpi:endall: Plate FT/RT:4(0)/4(0) 4(0)/): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Lumber B-C 384 -91 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x4 DF-L 2400f-2.0E; Maximum Web Forces Per Plyibs Webs 2x4:HF Standard+HF Stud: ( ) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Webs Tens.Comp. Webs Tens. Comp. Loading H-I 107 -638 H-C 145 -734 Truss checked for 500#dead movable load along Bottom Chord,between 1-0-0 to 6-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s)of-297#MAX.from a non-wind load case requires uplift connection.See Maximum F0 PRORFReactions. �� E SS,, ,.5a Gt►Jk� O 14 19575 � 9 ern 4.- OREGON uEf ERRED suaAmuRuv w,aHNtOPAR.r; 9itt� en.20,199T (G oco w.N Renews 6/30/2023 „gym"R..mei AvhMn"MAa" uv.tnc eonsufung svvc.sl Yng3nnnra **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 SCSI(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 bracing per BCSI.Unless noted otherwise,top chord shall have grope yattached structural sheathing and bottom chord shall have a properly attached ri id ceiling.Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the Join7Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. 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 MYC MVNAY truss in conformance with ANSIt7 PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover pa listing this drawing indicates acceptance of professional engeering responsibility solely/or the design shown.The suitabilit ge in and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 tittiW{ SEQN:259706/ JACK Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 727 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03511 Truss Label: J3 / GWH 04/04/2022 4'7'4 8'4'3 12'095 ' 11 r I- I 4'7'4 311"14 3'8'14 2 1111.5X4 EF —�% 5 ,,,,//-'J/i 12 - r11.5X4� / \\\ C j // �3�= /, \\ M /," W2 \\\\ \\\_._...-_._...._.............L K J / .. .r 1I fo3x7(Es) I 82 H G 1111.5X4 =-3X5 iii4X8 =3X5 III1.5X4 2 12 374 _l 10'`� 7'5'11 I4,. 394 4'S"8 11'11.3 72'3'11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.059 B 359 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.124 B 170 240 L 81 /-394 /- /75 /50 /129 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.022 B - - I 1217 /- 1- /496 I- )- Des Ld: 49.00 EXP;B Kzt:NA HORZ(TL): 0.048 B - - G 628 /- /- /127 /85 /- Mean Height:44.48 ft Wind reactions based on MWFRS NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.490 L Brg Wid=5.5 Min Req= 1.5(Truss) I Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.607 G Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case :.Max Web CSI: 0.468 Bearings L&I are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Lumber B-C 391 -94 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS; Webs 2x4:HF Standard+HF Stud:W2 2x4 HF#2; Maximum Web Forces Per Ply(Ibs) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Webs Tens.Comp. Webs Tens. Comp. Loading C-J 166 -427 I-D 0 -441 Truss checked for 500#dead movable load along Bottom Chord,between 1-0-0 to 8-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s)of-394#MAX.from a non-wind load case requires uplift connection.See Maximum f.p PROP Reactions. .(CFL ciA' CI �5 GtNF 'O `'19575 �� 7 r AdOr I 4 ] OREGON ...1 DEFERRED 5 eturTA.REO€w THIRDPARM $ .20, � _t • 9Rn sg9 QcD w.r— Renews 6/3072023 a.inn K*+P ,tiei 1An",n a..ocm,..".nc. Consult.;Sfrueturs1 Engineers **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, Cornelius installing.and bracing. Refer to and follow the latest edition of BCSI(Building Coelius OR 97113 Component Safety Information,by TPI and SBCA)far safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing er BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attachedngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AY,l CCM.p truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawi yy n or cover page listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitability and use of this drawing for any st'r'ucture is the responsibility of the Building-Designer per ANSI/I-PI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259713/ JACK 1 Ply: 1 Job Number: 0122135 Gust:R 7175 JRefaXef71750002 T42 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03059 Truss Label: J4 / GWH 04/04/2022 3"11 (2 3'8"4 4'9' 8'0.15 !,..._......._.................3.8.4..._.__.................4 1'092+.......,3'is..l 1111.5X4 EF 12 @14X5 j D 5I---- 1111.5%4/^ %- /l Saxe--�/ m n W T . ` ` 113X7(E5) K J \ 1 i _ -3X5 1 B2 HG IN1.5X4 111H0310 =1.5X4 F.._............_.......3'5'8. ..............__--1-'1'2.12-*----1'7'7_._...1 3'5"8 1'1'12 1'3'15 3'5"8 I- 47"4 I 5'11.3 4' '3'11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.067 A 658 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lc: - Cs:1.00 VERT(CL): 0.131 A 336 240 K 734 /- /- /262 /39 /65 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.020 F - - I 1196 /- /- /321 /37 1- EXP:B Kzt:NA Des Ld: 49.00 ___._.......................................................................................HORZ(TL): 0.039 F - - G 27 /-1045 /- /39 /236 /- Mean Height:43.23 ft Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf K BrgWid=5.5 Min Req1.5 Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.796 = (Support) I Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.246 G Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.620 Bearings K&I are a rigid surface. Loc.from endwali:Any FT/RT:4(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,HS VIEW Ver:21.02.006.1108.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 845 -151 C-D 488 -18 Top chord 2x4 DF-L#2 B-C 905 -126 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Webs 2x4:HF Standard+HF Stud:W 1 2x6 HF#2; Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads A-J 140 -729 I-H 19 -501 --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) K-I 20 -530 TC:From 80 plf at -3.46 to 80 plf at 2.85 BC:From 20 plf at -3.46 to 20 plf at 0.00 BC:From 20 plf at 0.46 to 20 plf at 2.85 Maximum Web Forces Per Ply(Ibs) TC: 300 lb Conc.Load at-3.46 Webs Tens.Comp. Webs Tens. Comp. Loading C-J 211 -674 I-D 49 -1150 Truss checked for 500#dead movable load along J-K 242 -760 D-H 1222 47 Bottom Chord,between 1-0-0 to 2-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ``G_0C1 PROpz- Wind loading based on both gable and hip roof types. i Cs5 NGtN�F 0 Additional Notes 19575 yr Negative reaction(s)of-1045#MAX.from a non-wind ' load case requires uplift connection.See Maximum / J10- i Reactions. DEFERRED 6;IMMTT,REV.W MO.P.M Building designer is responsible for conventional 0OREGON framing,including corner rafters and fascia. "V en.2e +no, Q* -OLD w N� Renews 6/30/2023 cenwm m"9 str„c ..E Enginr«.: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracin per BCSI.Unless noted otherwise,top chord shall have rope attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint ot'webs shall have bracin installed per BCSI sections B3,87 or B10, as applicable. Ap T plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,nvco*wuv truss in Conformance with ANSUTPI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawi >v ng or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259697/ JACK Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T32 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06724 Truss Label: J5 / GWH 04/04/2022 I~ _ I 8'0'15 11 4'9' 3'3'15 2 2 1111.5Xp4E 12 j- 5 �' 0r /---,- i' _ / i T 1113X7(E5) K J H \ 1 / 1112X4 B2 1114X8 F =3X5 =4X5 1111.5X4 i 3'6'8--A-1'2.12 1 3'7'7 1 4 6'8 ........................._35"i 1!....._________4'5'8 .}.. 7'11'3 43411 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.057 B 419 360 Loc R+ /R- 1 Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.123 B 194 240 K 129 /-139 /- /130 /23 /86 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 B - - I 889 I- /- /402 /- /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:43.65 ft -HORZ(TL): 0.043 B - - F 483 /-166 /- /5 /95 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf K Brg Wid=5.5 Min Req= 1.5(Support) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.518 I Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSt: 0.431 F Brg Wid=- Min Req=- Spacing:24,0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.616 Loc.from endwall:AnyFT/RT:4(0)/4(0) Bearings K&I are a rigid surface. Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Chords Tens.Comp. Lumber B-C 393 -111 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Webs 2x4:HF Standard+HF Stud:W 1 2x6 HF#2; Maximum Web Forces Per Ply(ibs) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Webs Tens.Comp. Webs Tens. Comp. Loading H-I 128 -660 H-C 165 -749 Truss checked for 500#dead movable load along Bottom Chord,between 1-0-0 to 4-10-4, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. •s��eo PROFESS 0;5 ,,GiNF ,O 1(/ 19575 7 e A yi♦✓.. OREGON A� ocve?wansueaunu.Kvasw,wsov*xtr 4�$n.2o,199- 1` LLD W.NA‘' ,,. Kr.mer o.wen.nd bsocist*..Mc. Renews 6/30/2023 O*n.unx*g srrwauw e,gin.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)Mil'safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 53,B7 or B10, as applicable. Apply plates to each face otruss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW BuildinQqComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >v ITV?MN., truss in conformance with ANSI/TP! 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover pa listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability ge 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259702/ JACK Ply: 1 Job Number: 0122135 Oust:R 7175 JRef:1Xef71750002 T40 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02793 Truss Label: J6 / GWH 04/04/2022 10'0'15 1I0,"11 ('-_ -"t---- 5'3'15 2'2 III 1.5X4 DE 12 ,,,---'-_,.1--''''' % ' 5(2 a 3X5 %ram c/�— -Js.3X5B i i `�`\:, IL A \ \`-.�� T 1 103X7(E5) J x M W. ......._._..._._..._..._._.._._......_...._......_.............�.� 1 ..E. ...... .........._.._......_....-'---..._......._........_..._. .. 1112X4 17 1114X8 F 3X5 -=3X5 1111.5X4 1 3'5"8 A 17"12 1 57'7 1 4'5"8 5'5'11 44' 4'5"8 9'11'3 t0'3'11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Lldefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.044 B 539 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.118 8 203 240 K 83 /-369 /- /84 /40 /108 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.015 B - - I 1144 I- I- /456 l- /- EXP:B Kzt:NA TL Des Ld: 49.00 HORZ( ): 0.043 B - - F 566 /-30 /- /63 /78 /- Mean Height:44.07 ft Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 TCDL:6.0 psf K Brg Wid=5.5 Min Req= 1.5(Support) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.694 I Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.702 F Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.569 Bearings K&I are a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): ____... Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Chords Tens.Comp. Lumber B-C 391 -94 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Webs 2x4:HF Standard+HF Stud:W 1 2x6 HF#2; Maximum Web Forces Per Ply(Ibs) Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Webs Tens.Comp. Webs Tens. Comp. Loading H-1 126 -672 H-C 155 -750 Truss checked for 500#dead movable load along Bottom Chord,between 1-0-0 to 6-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s)of-369#MAX.from a non-wind load case requires uplift connection.See Maximum Reactions. •sk-'3e0 PROFESS ;� GINE- ,O ((,c. 19575 � 9 Ar OREGON arerwen sucwmu R6V3EW iTHIgg NAM 9ib"en.zo,tgs9 Q' .a 'O( W.'t Hranrr(WMnn and ura.Inc. Renews 613072623 consulting s(r.tur.i s,[ngngina*n **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P O.Box 468 Trusses require extreme care in fabricating,handling',shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-211e bracing per BCSI.Unless noted otherwise,top chord shall have prope y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. AppTy plates to each face o7 truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positi ions.Refer to jobs General Notes page for additional informati lon. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,,v„v;(, a,Y truss in conformance with ANSI/l PI 1, or for handling shippino installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engine 'ring responsibility solely-for the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 ,AHHi4 H144/41 iJfdttvHHOVltUls HH3,144.46.ewttik»u 4.6.4miii.to ,.... SEQN:259709/ JACK Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T45 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04556 Truss Label: J7 / GWH 04/04/2022 4'7"4 8'412 12'0'15 2'"11 - 4'7"4 3194 I 3'8'14 2 1111.5X4 EF — o310/� 12 i 5 �/ / III1,.,�W /�/w // \\\ I 1 \ / W2 /j \�\ la A,----:::: j/ \�\ T 1113X7(E5) L KJ / \ -L W;..._ t 1112X4 B2 1114/01 3X5 4X5=3X5 I- 3'518 j 17121 7T7 4'5"8 7'5'11 I4'rggr 4'51 { 11'11"3 12'3'11 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.052 B 457 360 Loc R+ /R- /Rh I Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.111 B 216 240 L 53 /-519 /- /42 /56 /129 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.019 B - - I 1348 /- I- /545 /- 1- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.48 ft HORZ(TL): 0.041 B - - G 622 /- /- /121 /85 /- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.470 L Brg Wid=5.5 Min Req= 1.5(Support) Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.606 I Brg Wid=5.5 Min Req= 1.5(Truss) MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.364 G Brg Wid=- Min Req=- Loc.from endwall:Any FT/RT:4(0)/4(0) Bearings L&I are a rigid surface. GCpi:endall: Plate :4(0)/): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 Chords Tens.Comp. Lumber B-C 392 -94 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS; Webs 2x4:HF Standard+HF Stud:W 1 2x6 HF#2; Maximum Web Forces Per Ply(Ibs) W2 2x4 HF#2; Webs Tens.Comp. Webs Tens. Comp. Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' C-J 159 -412 I-D 0 -472 Loading Truss checked for 500#dead movable load along Bottom Chord,between 1-0-0 to 8-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s)of-519#MAX.from a non-wind load case requires uplift connection.See Maximum ��, O PROF,. Reactions. ,E, GtNE O 1(7 19575 �� y At ms.;. j e OREGON rJ n4ynsugwnuaE w. Punr men,20,10- Q* w«, . KO MI./GO.n and Amocis,S.:in:. Renews 6/30/2023 oensuning s c,,au.s1 Eng1n*an "*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 bracin per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord,shall have a properly attached ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sectons B3,B7 or B10, as applicable. Appl plates to each face ofi truss and position as shown above and on the Joint"Details., unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN I,CCMVAw truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 - . .... .. ..._. - - - ,. SEQN:259725/ EJAC Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T38 1 FROM:MG Qty: 9 Terrace Glen East DrwNo: 094.22.0830.02387 Truss Label: J8 / GWH 04/04/2022 471 9'8'6 14'2' 4"12 i• 49. - _ 4s s-.I.____-4718 rJ12 1111.5XEr4 /j >3e 12 // 5 �5 /j W6 >C5 -// \N T >3x��_� T 1113X7(E5) K J i_ i 82 I HG -3X5 w3X6 1114X8 I2X4 -4X5 1111.5X4 I-3'5 '6 2121 98'8 I 4•5.8 4'9'6 _ 4'9'6I. I4 4'5'8 + 9714 14'0'4 -)41•12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.056 B 427 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.123 B 195 240 M 131 /-208 /0 /117 /27 /151 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.020 B - - K 1136 /- /- /484 /- /- EXP:B Kzt:NA TL: 0.046 B - - G 704 /- /- /207 /86 /- Des Ld: 49.00 HORZ( ) Mean Height:44.92 ft NCBCLL:0.00 BuildingCreep Code: Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf M Brg Wid=5.5 Min Req= 1.5(Support) Soffit: 2.00 IBC 2018 Max TC CSI: 0.519 BCDL:4.2 psf K Brg Wid=5.5 Min Req= 1.5(Truss) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.725 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.632 G Brg Wid=- Min Req=- 0/4 0 Bearings M&K are a rigid surface. FTIRT:4 Loc.from endwall:Any ( ) ( ) 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:21.02.00B.1108.20 Chords Tens.Comp. Lumber B C 396 -85 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Webs 2x4:HF Standard+HF Stud:W 1 2x6 HF#2; Maximum Web Forces Per Ply(Ibs) W6 2x4 HF#2; Webs Tens.Comp. Webs Tens. Comp. Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' J-K 83 -800 D-H 146 -437 Loading J-C 112 -887 EH 56 -573 Truss checked for 500#dead movable load along C-I 496 0 Bottom Chord,between 1-0-0 to 10-11-4, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Additional Notes Negative reaction(s)of-208#MAX.from a non-wind load Reactions.caserequires uplift connection.See Maximum `Gj`��E GPRO1- S, 0 0 a 41 Z Iv a ' OREGON n fSrtREDSU`ITTM.REVV W,y11010P xra; 'en.20,194b "rOLD W. Renews 6/30/2023 Hum.,OW.taut Ma 4 ,Inc Consulting Structural Enterums **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)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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$3,B7_ or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointrDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 4Y,TN COA1VANY truss in conformance with ANSII7 PI 1, or for handling shipping,•installation and bracing of trusses. A seal on this drawingor cover page listing this drawing, indicates acceptance of professional engineering responsibility solely'for the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259733/ JACK Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 749 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06101 Truss Label: J9 / GWH 04/04/2022 .__............_3'5'e.........._. T3' 11'11.11 7 f• 3'5'8 3'9'8 { 4'8'11 2 III1,5X4 Er f 12 — 5 g3a(5l�/ .z 1.5x4 `% \\\ a A/ \-�, w2 \\ 1 — 1 82 H G 84X8 II4X8 1113X7 { 6t 11 1 5215 A I e't1'8 4101 611'8 119'15 7 2"7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria 1 A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.143 A 596 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.293 A 290 240 J 1469 /- I- /888 /- /128 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.050 A - - G 386 /-374 /- /22 /216 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.46 ft HORZ(TL): 0.103 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 J Brg Wid=5.5 Min Req= 1.6(Truss) TCDL:6.0 psf G BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.529 = Req= - TPI Std: 2014 Max BC CSI: 0.844 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Vanes by Ld Case Max Web CSI: 0.704 TopLoc.from endwall:Any FT/RT:4(0)/4(0) Chordsm T ns.Comp Chord Forces Chordser Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 A-B 490 -329 C-D 818 -232 Lumber B-C 424 -133 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; ChordsTens.Com Webs 2x4:HF Standard+HF Stud: P W2 2x4 DF-L 2400f-2.0E; J H 34 539 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Loading Maximum Web Forces Per Ply(Ibs) Truss checked for 500#dead movable load along Webs Tens.Comp. Webs Tens. Comp. Bottom Chord,between 2-6-0 to 7-10-3, C-I 164 -443 I-D 236 -1181 non-concurrent with any other live loads. I-J 342-1420 D-H 726 -46 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Wind loading based on both gable and hip roof types. Additional Notes ��p PRop Negative reaction(s)of-374#MAX.from a non-wind C S load case requires uplift connection.See Maximum `@, GINr: 1r'O Reactions. �C, a 1g575 F41 9 r OREGON aerEre0 SWAMlne,.eEHEw yew.0nan1 1 en.20,199t Q �. • .> .�,a,., _ -oco w•N`` Renews 6/30/2023 K,"uw,Gehlaa old*)soda es.tr. Consulting Structural Engirraara **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary) (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANrrue,M„Ma,' truss in conformance with ANSI/?PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259760/ JACK Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T48 1 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03434 Truss Label: J10 / GWH 04/04/2022 3'7'4 T1'4 9'9'5 10'"7 F 3'7'4 __..__+ 3'6' I 2'8"1 1 5 94X1 EF 1111.Sx4 ,i 12 DDj %//,/ 5 C� / /7 �' /43�� (a) / W3 ,95X5 /J 0 BBB/� ' \\'\ A„----"1::�� Wt \� i// W6 T 1113X7(65) K `� I111.5X4 - - B2 H G _ 38X10 1114X8 I 811.8 i 3'2"15--i 3'5'8 3'S 29'15 3'5'8 6'11'8 i 9'9'7 �5�" 10'77 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in Ioc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.143 A 596 360 Loc .R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.286 A 297 240 J 3548 /- /0 /1054 /155 /107 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.046 F - - G - (-2054 I- /89 /474 /- EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.092 F - - Wind reactions based on MWFRS - Mean Height:44.04 ft J BrgWid=5.5 Min NCBCLL:0.00 TCDL 6.0 psf Building Code: Creep Factor:2.0 Req= 3.8(Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.722 G Brg Wid=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.439 Bearing J is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.999 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft FTlRT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - - - Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 A-B 1324 -112 C-D 2115 -273 Lumber Building designer is responsible for conventional B-C 1379 90 D-E 2075 207 Top chord 2x4 DF-L#2 framing,including corner rafters and fascia. Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 DF-L#2 W1,W6 2x4 HF Standard+ Chords Tens.Comp. Chords Tens. Comp. HF Stud;W 3 2x4 DF-L#1&Bet.; A-K 104-1161 K-I 107 -1172 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Bracing Maximum Web Forces Per Ply(Ibs) (a)Continuous lateral restraint equally spaced on Webs Tens.Comp. Webs Tens. Comp. member. C-I 257 -842 I-E 291 -3421 Special Loads I-J 437-3519 E-H 2040 -131 ----(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 80 plf at -4.46 to 80 plf at 5.75 BC:From 20 plf at -4.46 to 20 plf at 5.75 TC: 550 lb Conc.Load at-4.46 Loading Truss checked for 500#dead movable load along Bottom Chord,between 2-6-0 to 5-9-0, non-concurrent with any other live loads. so PROFF �� S Wind `�, GlNE �'O Wind loads based on MWFRS with additional C&C O a fi41 Z lii • 19575 9 member design. r , Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind (/ 4! Wind loading based on both gable and hip roof types. OREGON ngrenxnss:rrk REVEW pwgg mown _ Additional Notes 9 eft.20,199� Q' Negative reaction(s)of-2054#MAX.from a non-wind -OZ D W•�� load case requires uplift connection.See Maximum Renews 6/30/2023 X'"'""'(Willow"�Mewl...Inc.A Reactions. Consulting EtNetural xngin.«. **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 SCSI(Building Comehus OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have grope attached structural sheathing and bottom chord,shall have a propeily attachd rigid ceiling.Locations shown for permanent lateral restraint ofwebs shall have bracinginstalled per BCSI sectons 83,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engtneenng responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building esigner per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 . . — ._ SEQN:259750/ JACK Ply: 1 Job Number: 0122135 Cusk R 7175 JRef:1Xef71750002 T47 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03152 Truss Label: J11 / GWH 04/04/2022 t''31"15 11�1 ii2 )i8 3T 7'4'8 8'1 ii 8 3'S8 3'9"8 6111f 1111.5%4 EF 12 i 5 C111.... .. i ',Mt, -C}2y ., „. /II\ II — I I Jj 63X7(E5) HG 1114x8 82 113x5 4x5 1 6'11"8 A 1'2"15-1 I8 8'11'8 10`7I 8 TV - I 7'11"7 4' '3 15 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.009 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.018 B 999 240 A 347 /- I- /179 I- /85 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 B - - J 695 /- /- /253 /31 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:43.63 ft `HORZ(TL): 0.009 B - - G 538 /-39 /- /- /10 /- NCBCLL:0.00 Building Code: Creep Factor:2.0 Wind reactions based on MWFRS TCDL:6.0 psf A Br Wid=1.5 Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.213 9 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.309 J Brg Wid=5.5 Min Req= 1.5(Truss) G Brg Wid=- Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.178 Bearing J is a rigid surface. Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Chords Tens.Comp. Lumber A-B 76 -419 Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L#2; Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) W2 2x4 DF-L 2400f-2.0E;W3 2x4 HF#2; Webs Tens.Comp. Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' I-J 141 -683 Loading Truss checked for 500#dead movable load along Bottom Chord,between 2-6-0 to 3-9-0, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. Building designer is responsible for conventional framing,including corner rafters and fascia. -ci-�EO PRO%,s, O�5 , GIN fly ,OZ ' 19575 9 4i " OREGON DEFERRED 4.1erIflA Rrv*WMIMMSnorn; 0 '7 an.20,199�' P -jOLD w.kV" �se Renews 6/30/2023 eon.'umrq strucNrrt Engineers **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safetyP practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y 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, /41111114.. as applicable. Apply plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for stndard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259762/ JACK Ply: 1 Job Number: 0122135 Cost:R 7175 JRef:1Xef71750002 753 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06085 Truss Label: J12 / GWH 04/04/2022 2'518 _ 47"4 7'9'15 8'2I7 2'5"8 i 2'1'12 3'2'11 i4"9 a4X5EF i 12 5�" If11.5X l i7j' �i.5X4 /�j CC11/ / %// WS 4 9/- A -------- 'C ''' \ // 1113x7(E5) J t `�-:`- 82 H G =8X8 1114X8 1113X5 4'5'8 i 3'8'15 1 4'5-8 T9'15 82'7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.056 A 985 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.099 A 558 240 J 1916 /- /- /567 /80 /85 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.017 D - - G - /-733 I- /30 /121 1- Des Ld: 49.00 EXP:B Kzt:NA .HORZ(TL): 0.035 D - - Wind reactions based on MWFRS Mean Height:43.63 ft J BrgWid=5.5 Min NCBCLL:0.00 TCDL 6.0 psf Building Code: Creep Factor:2.0 Req= 2.0(Truss) IBC 2018 Max TC CSI: 0.487 G Brg Wid=- Min Req=- Soffit: 2.00 BCDL:4.2 psf Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.898 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.839 Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 A-B 1051 -174 C-D 1371 -166 Lumber B-C 1069 -98 D-E 1354 -105 Top chord 2x4 DF-L#2 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 B2 2x4 DF-L#1&Bet.; Webs 2x4 DF-L#2 W2 2x4 HF#2; Chords Tens.Comp. W5 2x4 HF Standard+HF Stud; A I 102 -880 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Special Loads Maximum Web Forces Per Ply(Ibs) -----(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) Webs Tens.Comp. Webs Tens. Comp. TC:From 30 plf at -4.46 to 30 plf at 3.75 C-I 126 -432 I-E 84 -1786 BC:From 20 plf at -4.46 to 20 plf at 3.75 I-J 238-1881 E-H 747 -13 TC: 400 lb Conc.Load at-4.46 BC: 500 lb Conc.Load at 0.00 Loading Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 3-9-0, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. ��so PROP Right end vertical not exposed to wind pressure. �C S'j Wind loading based on both gable and hip roof types. C �GtNF�� p- 47. 19575 7 Additional Notes r , Negative reaction(s)of-733#MAX.from a non-wind ''._ ,/' *u, I load case requires uplift connection.See Maximum OEFf?Mb fAA4MITUL aemew rrHiftl,PARTY, Reactions. OREGON e Building designer is responsible for conventional '9 +n,ao,tgs" Q" framing,including corner rafters and fascia. ROC D w N- „ e Kr m*,Gad*nd P.asocixrax.Inc. Renews 6f3012023 Crnau5h,g strucwn enp5mvn **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary) (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have rope attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, /111161/4, as applicable. App plates to each face o1 truss and position as shown above and on the Joinf9Details, unless noted otherwise. (defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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, shippinginstallation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engqering responsibility solely/or the design shown.The suitability and use of this drawing for any structurem is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 , SEQN:259740/ JACK Ply: 1 Job Number: 0122135 Oust:R 7175 JRef:1Xef71750002 T52 I FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.05273 Truss Label: J13 / GWH 04/04/2022 4'9• 9'1t'11 0'2.7 h — 4.9 I 5711 °�z NI1.5X4 DE 12 �i- 5c' /j,/ 33r ,/ N.,, m ,..,:...._ ,., w, ,,,,,,,„ „,.., III3X7(E5) I H 1 _ _L GE 5 ,e4X5 i93X5 45'B 54'7 i 4'5'8 9.9'15 4" iff'7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.066 A 830 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.163 B 213 240 I 931 /- /- /543 /- /107 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): 0.023 A - - F 188 /-50 /- /55 /82 /- Des Ld: 49.00 EXP:B Kzt:NA ______ HORZ(TL): 0.060 B - - Wind reactions based on MWFRS Mean Height:44.04 ft I Br Wid=5.5 Min = 1.5 Truss NCBCLL:0.00 Building Code: Creep Factor:2.0 9 Req (Truss) TCDL:6.0 psf F BrgWid=- Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.744 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.181 Bearing I is a rigid surface. RepFac:Yes Max Web CSI: 0.624 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 A-B 377 -166 B-C 474 -128 Lumber Top chard 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:HF Standard+HF Stud:W 1 2x4 HF#2; H-I 212 -872 H-C 182 -813 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. ,stREO PROFESS, 19575 y ei101iJ, f rrrro,E.D RSIRMRTµ.RENEW(THIRD.31,,,; 1,5 an.zo,199a' •:fj 0(D W.H rucmMocsn,,u,.Inc Renews 6/30/2023 **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 SCSI(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 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling.Locations shown for permanent lateral resraint of webs shall have bracingq installed per BCSI sections B3,B7 or 810, _ as applicable. App plates to each face o truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE'� drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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,rRCcMP.AY truss in conformance with ANSIITPI 1, or for handling, shippinginstallation and bracingof trusses. A seal on this drawing or cover page listing this drawing, in indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259735/ JACK Ply: 1 I Job Number: 0122135 Gust:R 7175 JRef 1Xef71750002 T33 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06444 Truss Label: J14 / GWH 04/04/2022 4'9" 8'5'14 11'11'11 21 III 1.5X4 J/ OF i3p�6 12 S� i'"- s3X� T I13X7(Eb) K J \\, \\ 82 I H G 10.554 3K5 w4X5 i--- 4'5'8 J re-15 1 ! 4'5'8 I 3'814 + 37.10 4'5'8 8'2'8 11'8'15 4' �2''7 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Lldefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.078 B 447 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.163 B 214 240 K 980 /- 1- /564 /- /128 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.029 B - - G 315 /- /- /130 /85 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.46 ft -- -HORZ(TL): 0.062 8 - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 K Brg Wid=5.5 Min Req= 1.5(Truss) TCDL:6.0 psf G BrgWid=- Min Re Soffit: 2.00 BCDL:4-2 psf IBC 2018 Max TC CSI: 0.574 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.145 Bearing K is a rigid surface. RepFac:Yes Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Max Web CSI: 0.584 Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 A-B 380 -159 B-C 477 -128 Lumber Top chord 2x4 DF-L#2 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 DF-L#2 B2 2x4 DF-L#1&Bet.; Webs Tens.Comp. Webs Tens. Comp. Webs 2x4:HF Standard+HF Stud:W 1 2x4 HF#2; J-K 180 -953 C-I 398 0 Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' J C 150 -890 Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. •412' p PROS'SA, 0 , GtN�6' /p2 19575 y Ai E "', +/ CEPEMMEIS SWAM&REVIEW(T 5D FARM OREGON '9R o 4&20.1g9- (V, i :n*.» - M.. N ni. WM.!(WAR,and Aaurtirtn.in, Renews 6130/2023 con.uMfn9 5000,,.�Eng oo,. *"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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have prope y attached structural sheathing and bottom chord,shall have a properly attachd riqgid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sectons 63,B7 or 610, as applicable. AppT plates to each face of truss and position as shown above and on the Joint"Details., unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,„,nl C,;,A A,;T truss in conformance with ANSI/l PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:259794/ JACK I Ply: 1 Job Number: 0122135 Dust:R 7175 JRef:1Xef71750002 T4 / FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.03465 j Truss Label: J15 / GWH 04/04/2022 2'4"1 4'0"8 2'4"1 r 1'8"7 12 D _ 5 �i_ €€€1.5X4 "----IA P t 3X5 /, rr A a So fm o tv T III3X7(E5) F 1 _ _ B2 E 3X5 It 1.5X4 r' 2'2'5- r. 2'2"5 ................_1�10"3.._...._.,1 ....................2'2.5..._...._...... 4'0"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt 10.5 Ce:1.0 VERTU): 0.074 A 400 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.158 A 187 240 F 858 /- I- /321 /- /41 BCDL: 10.00 Risk Category:it Snow Duration:1.15 HORZ(LL): -0.074 D - - E 508 /- I- /9 /2 /- EXP:B Kzt:NA _ Des Ld: 49.00 Mean Height:42.76 ft HORZ(TL): 0.160 D - - D - /-161 I- /- /106 /- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 IBC 2018 Max TC CSI: 0.300 F Brg Wid=5.5 Min Req= 1.5(Truss) BCDL:4.2 psf E Brg Wid=1.5 Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.533 D Brg Wid=1.5 Min Req=- Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.363 Loc.from endwall:Any FTIRT:4(0)/4(0) Bearing F is a rigid surface. GCpi:0.18 Plate Type(s): Members not listed have forces less than 375# Maximum Web Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Webs Tens.Comp. Webs Tens. Comp. Lumber G-C 97 -473 G-F 120 -827 Top chord 2x4 2.1E RigidLam LVL DF Bot chord 2x4 2.1E RigidLam LVL DF B2 2x4 DF-L#2; Webs 2x4:HF Standard+HF Stud: Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' 2.1E RigidLam LVL DF design properties based on ICC ES ESR-1210. Loading Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 1-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Wind loading based on both gable and hip roof types. Building designer is responsible for conventional framing,including corner rafters and fascia. ,eec,PRoF�S+i' C9cp tyG I N F1' /.0 19575 y e0 DEFERRED EUKMiTTA�.REVIEW iTH1RD PARtYi OREGON lit en.20,1g9- ‹P _. tow N. Knmer Gth$ And Assn.xa.in, Renews 6/3012023 consorting saweuni Eng_= **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.o-Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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, i as applicable. Apply lates to each face of truss and postion as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 4N Inv((WPM v truss in conformance with ANSI/TP! 1, or for handling, shipping,,installat€on and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineer€ng responsibility solely-or the design shown.The suitabilit 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 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:259796/ JACK Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T26 i FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.03558 Truss Label: J16 / GWH 04/04/2022 7'5'13 5'9"12— —Ep{8 2'5'13 3'3'15 Z'12 I111.5X4 DE 5 t2 J f/ _.. G� .._ a3X5 93X5�/J 0,--- G \ P 1113X7(E5) I H \\\N 1 1 1 B2 GF =4X5 =3X5 III1.5X4 E...............2'2.5..............}...............................3'10"3................___.._.....-1 2'2'5 I 3'5'11 2'2'5 5'8" s4� o^a Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSt Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.013 A 999 360 Loc R+ /R_ /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.027 A 999 240 I 767 I- I- /282 I- /62 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.005 H - - F 569 I- /- /62 /56 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.013 H - - Wind reactions based on MWFRS Mean Height:43.18 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 I Brg Wid=5.5 Min Req= 1.5(Truss) TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.277 F Brg Wid=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.935 Bearing I is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.504 Members not listed have forces less than 375# Maximum Web Forces Per Ply fibs) Loc.from endwall:Any FT/RT:4(0)/4(0) Webs Tens.Comp. Webs Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 H-I 114 -729 H-C 100 -425 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x4 DF-L#1&Bet.; Webs 2x4:HF Standard+HF Stud: Lt Slider:2x4 HF Standard+HF Stud;block length= 1.938' Loading Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 3-10-3, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. �41?' PROpk. 0�5 '�G1NF�/Q �0, 14/ 19575 7 1 , OREGON DEFERRED S UBWTTA[.5EHEW(THIRD P.M • V 'pn 20,'1ge Cr" N,"m•r G.h5,rnd AAgndsl•P.Inc Renews 6/30/2023 con•nm„q Structural Engbu¢rt "'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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing ro er BCSI.Unless noted otherwise,top chord shall have per) attached structural sheathing and bottom chord shall have a properly attached ng4id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply lates to each face of truss and position as shown above and on the JointrDetails, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AH,ny Ci,AµAKy truss in conformance with ANSIIIPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enoiineenng responsibility solely'or 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:259799/ JACK 1 Ply: 1 Job Number: 012213, Cust:R 7175 JRef:1Xef71750002 T2 1 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.02841 Truss Label: J17 / GWH 04/04/2022 2'5'17- I -- 't"12 �QQ a 2'5'i5 53'74 '12 Ili 1,SX4 DE 12 �/ 5 1-'? /, / �3X5 - 03X5 j Bl/ `T iii3X7(E5) I H 1 _ y 82 GF .=.3X5 1114X$ 53X5 I—275— j 5'10"3 1 I....._.__....2._�5........... .........._............___._-__7811 --i pgo'8 $b 6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl LJ# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): -0.006 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.023 A 999 240 I 797 /- /- /318 /- /84 BCDL: 10.00 Risk Category:II Snow Duration:-l.t5 HORZ(LL): -0.003 B - - F 629 /- /- /125 /58 /- Des Ld: 49.00 EXP:B Kzt:NA __..............._._HORZ(TL): 0.010 H - - Wind reactions based on MWFRS Mean Height:43.60 ft I BrgWid=5.5 Min Req1.5 NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 = (Truss) Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.528 F Brg Wid=- Min Req= - Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.628 Bearing I is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.468 Members not fisted have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 H-I 124 -739 H-C 114 -487 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS; Webs 2x4.HF Standard+HF Stud: Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Loading Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 5-10-4, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. C��ED PROpk. 0 �G1NF � /O9 1(/ 19575 r DEFERRED R;IRMittgt.REtEW(THIRD FARM OREGON m e ,es men.zo.09� Q ROL O W. k KIa oCiohinn sM Murcia...Dm Renews 5/3012023 conswwy st.,,crva Englrteon **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 SCSI(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 bracin per BCSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached r id ceiling.Locations shown forpermanent lateral restraint of webs shall have bracingp installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of russ and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingc1_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N TN CrAWANY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or 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 these web sites:Alpine:alpineitw.cpm;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:259803/ EJAC Ply: 1 Job Number: 0122130 Cost:R 7175 JRef:1Xef71750002 T3 / FROM:MG Qty: 7 Terrace Glen East DrwNo: 094.22.0830.03089 Truss Label: J18 / GWH 04/04/2022 2'4"1 -._..* 6'1'15 ____ I 9'10'13 10'i'9 741 3'9'14 3'8'14 212 4 II11.5X EF .l 5 12© ¢(5%�/, r -� 11111X4,/�-- ,., 3X8 C A 1113X7(E5) 1 A B2 M G =3X5 B4X8 113X5 (--22'5 1 T11"4 --i 2'2'5 I T6'12 2'2'5 9'9'1 1_4.'5, 4p'i•9 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.011 A 999 360 Loc .R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 A 999 240 I 855 /- /- /371 /- /106 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 J - - G 679 /- /- /182 /65 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.03 ft "-HORZ(TL): 0.011 J - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 I Brg Wid=5.5 Min Req= 1.5(Truss) G BrgWid=- Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.238 q= - Bearing I is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.836 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.370 FT/RT:4(0)/4(0) Maximum Web Forces Per Ply(Ibs) Loc.from endwall:Any Webs Tens.Comp. Webs Tens. Comp. GCpi:0.18 'Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 J-I 148 -640 E-H 58 -563 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 B2 2x6 DF-L SS; Webs 2x4:HF Standard+HF Stud: Lt Slider:2x4 HF Standard+HF Stud;block length= 1.937' Loading Truss checked for 500#dead movable load along Bottom Chord,between 0-0-0 to 7-11-4, non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. Wind loading based on both gable and hip roof types. ��¢EO PROpp yss . GtNE 'o to 19575 I. 9 yi To, 01 AP. (11 .A .. DEFERRED SDDMIT' RE5"E.W iTHIRD PARTY{ OREGON J 115 ven.20,1g9'. (LP OLD W•N Rrum.r fiRMen u,a Ax.neirwa.ins, Renews 6/3012023 Carma)ng HDUUTI.0 Engin.. **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,installinand bracing. Refer to and follow the latest edition of BCSI(Building comelius OR 97113 Component Safety Information,by TPI and SBCA)for g,safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 instlled per BCSI sectons 53,B7 or B10, as applicable. App plates to each face o truss and position as shown above and on the Joint9Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the HR«r,;MPA r truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solelyor the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:260116/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:lXef71750002 T77 / FROM:MG Qly: 14 Terrace Glen East DrwNo: 09422.0830.06586 Truss Label: BP / GWH 04/04/2022 I!I 1d5X4 '3X5 B oir / / C 3X5 III 1.5X4 1'10"6 H ___....._...._1'106......._. , 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.002 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.011 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.011 A - - C Brg Wid=22.4 Min Req= - Mean Height:42.83 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf 2.00 gCDL:4.2 psf IBC 2018 Max TC CSI: 0.018 Members not listed have forces less than 375# Soffit Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.292 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 483 -484 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 484 -483 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 535 -588 B-C 611 -663 485#( 260.00 plf)along top chord,from either D-B 798 _798 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. 0 PROp�S Truss must be installed as shown with top chord up. 'C S> �y GINS O C? •a 19575 �4s ,41110 OREGON 'n0.ERRED su.mm,.REw TNn5DPMa1Y; ven.20,1900 Q* 9rOLO W �� Renews 6130/2Q23 Na"me,Gehl.and na.elruta.n. Consulting o-ing s ctur*I engine **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary) (503)357-2118 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 bracinginstalled per BCSI sectons 83,B7 or B10, �\ as applicable. AppT plates to each face oftruss and position as shown above and on the JoinDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ,COMPANYtruss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawim n or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-Tor 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260114 1 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 AO,1Xef71750002 T138 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.05866 Truss Label: BP1 / GWH 04/04/2022 3X5 III 1.5X4 A B CV / //C. 1111.5X4 =3X5 1'8"8 1'8"8 �...................188 „1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.002 A 999 360 Loc R+ 1 R- /Rh /Rw 1 U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.002 A 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): -0.010 B - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.011 B - - C Brg Wid=20.5 Min Req=- Mean Height:42.83 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a g Soffit 2.00 IBC 2018 Max TC CSI: 0.015 Members not listed have forces less than 375# BCDL:4.2 psf Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.011 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.283 Chords Tens.Comp. Loc.from endwali:NA FT/RT:4(0)/4(0) A-B 443 -443 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 443 -442 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 613 -661 B-C 537 -585 444#( 260.00 plf)along top chord,from either A-C 773 -774 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 444 260.00 TC 0.00 1.71 444 260.00 BC 0.00 1.71 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. PROpp. Truss must be installed as shown with top chord up. - S> GIN O 0 S 19575 �� - OREGON OBRRAEDxuaarr.RE.EW0.1.5Pertrn 0 @n.20,1s0 Q' 9rOLD WNV' Renews 6/3012023 ..wxKtatmr nrm.nnn Aux4at.In,. Cunauigng Etruutural Englnihns **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 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 B3,67 or B10, /111161/4. as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg_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 trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solelylor 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEON:260118/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T78 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06381 Truss Label: BP2 / GWH 04/04/2022 11!'A.5X4 3X5 B a) iV / / 3X5 III 1.5X4 f- —1'8"10 -1 1'8"10 1'8"10 • Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.002 B 999 240 C* - /- /- /48 1- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.011 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 ---- --- HORZ(TL): 0.011 A - - C Brg Wid=20.6 Min Req=- Mean Height:42.83 ft BearingD is rigid surface. NCBCLL:0.00 Building Code: Creep Factor:2.0 a 9 TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.015 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.011 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.284 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 445 -446 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 446 -445 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 537 -585 B-C 613 -661 447#( 260.00 plf)along top chord,from either D-B 775 -775 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 447 260.00 TC 0.00 1.72 447 260.00 BC 0.00 1.72 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. PROpk. Truss must be installed as shown with top chord up. `yam G t N j0 19575 � y, OREGON DOMEDe4eMIRN.RENEW THi*DPMm �,,..,. .. r. 1 "an.20,t04' Q` n,.;: ,,. Renews 6130,2023 Consulting en o x,x **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 ComponentSafety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary (503)357-21 M1B 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, .411116 . as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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!TN CVARV truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi CM n or cover page listing this drawing indicates acceptance of professional englneenng responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEON:260132/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 1128 FROM:MG Oty: 40 Terrace Glen East DrwNo: 094.22.0830.02746 Truss Label: BP3 / GWH 04/04/2022 I111.5X4 =3X5 A B // 111 m ij /, J_ C 3X5 1111.5X4 �.... 1'10"6 ......-{ 1'10„6 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*.PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.003 B 999 360 Loc R+ /R- I Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.022 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:43.78 ft HORZ(TL): 0.023 A - - C Brg Wid=22.4 Min Req=- NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf 2.00 gCDL:4.2 psf IBC 2018 Max TC CSI: 0.018 Members not listed have forces less than 375# Soffit Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.367 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 483 -484 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 484 -483 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 780 -832 B-C 855 -908 485#( 260.00 plf)along top chord,from either D-B 1002-1002 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. D PROFS Truss must be installed as shown with top chord up. P OtNE' O �� 19575 r Aft. r#Fr ,e4 + OREGON s ^?u<.asMmu aE sw YN�RDPMtt; "TA&48n.20.+g9eft XC n.Cwtrk"mN Wanei»w".tnc Renews 613012tl23 can.wu"g so-weuni s"�,uxi "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Componenf Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, _ as applicable. Ap plates to each face Off truss and position as shown above and on the Joint9Detalls, unless noted otherwise. Refer to ALPINE'� drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the my mxwanv truss in conformance with ANSI/I-PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:2601221 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 7133 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.04681 Truss Label: BP4 / GWH 04/04/2022 1111.5X4 =3X5 A B )I / / / I ///// C 3X5 III 1.5X4 —.__...1'8"10......... r" 18"10 -1 1'8"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 B 999 240 C* - /- /- /48 I- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.023 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.023 A - - C Brg Wid=20.6 Min Req=- Mean Height:43.78 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a 9 Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.015 Members not listed have forces less than 375# TPI Std: 2014 Max BC CSI: 0.011 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.360 Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 445 -446 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 446 -445 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 781 -829 B-C 857 -905 447#( 260.00 plf)along top chord,from either D-B 984 -984 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 447 260.00 TC 0.00 1.72 447 260.00 BC 0.00 1.72 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. �p PROpks Truss must be installed as shown with top chord up. �C '-V f GttVlc • 19575 11110, OREGON ac`evMo<usAu uasw'wxgnwm Syr 7 en.20 AO ROLDW•N� Kramer ON,MnwM Aaw ay..Inc. Renews 613012023 cw nneng Structure engino*n< **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)foo safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attachd ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections$3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the <4i WfCM A Y truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown.The suitability and use of This drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:2601241 FLAT I Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T16 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.04353 Truss Label: 6P5 / GWH 04/04/2022 3X I111.5X4 A B ....... - � I { I ■ 1m ■ C III 1.5X4 3X5 { 1.1"4 L 1 1"4 1'1'4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.005 A 999 360 Loc R+ /R- /Rh /Rw 1 U /RL BCLL: 0.00 Enclosure:Closed Lc: - Cs: - VERT(CL): 0.005 A 999 240 C - /- /- /53 /- /- BCDL: 10.00 Risk Category:11 Snow Duration: HORZ(LL): -0.063 B - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA _HORZ(TL): 0.065 B - - C Brg Wid=13.3 Min Req= 1.5(Truss) Mean Height:44.82 ft NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit 2.00 IBC 2018 Max TC CSI: 0.040 Members not listed have forces less than 375# BCDL:4.2 psf Maximum Web Forces Per PlyIbs Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.040 ( ) RepFac:No Max Web CSI: 0.490 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 1140-1171 B-C 1064 -1095 GCpi:0.18 Plate Type(s) A-C 1190-1190 Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 287#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 287 260.00 TC 0.00 1.11 287 260.00 BC 0.00 1.11 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. p PROF�s Truss must be installed as shown with top chord up. Sj GtNF O 19575 �t l s'l OREGON DEPF.FRAM 1NMRtµ ygy#hNMDPM Y 9 Vert.20,109� BOLD W Nra m"f OUMnnu,*APae4"01"Vino Renews 613012023 consumng sv;,ctursi[ng;noe.o **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have grope y 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. App plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the acoM truss in conformance with ANSI/TPI 1, or for handling, shipping, iVAw nstallation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260126/ FLAT Ply: 1 Job Number: 0122135 Oust:R 7175 JRef:1Xef71750002 T136 FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.06335 Truss Label: BPS / GWH 04/04/2022 111.5X4 =4X5 A 1 B .!0 I/ / , / =4X5 1111.5X4 f— 1'10"6--{ 1'10"6 1'10"6 H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or'=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.005 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.043 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.044 A - - C Brg Wid=22.4 Min Req=- Mean Height:44.82 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a 9Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.067 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Maximum Top Chord Forces Per Ply(Ibs) RepFac:No Max Web CSI: 0.540 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 485 -485 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 485 -485 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 1053-1105 B-C 1129 -1181 485#( 260.00 plf)along top chord,from either D-B 1253-1253 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. CEO PROP k. Truss must be installed as shown with top chord up. G►NF �O 19575 - yt 4110 DEFERRED Fis3RMet&REHEW TIRO MMM OREGON 1 $n.20,1g9- (GQ" :11.01, OLD W.N .°° M:M -, '.; Nr"msr PAM.n,R Assnelrum In, Renews 6/30/2023 eenanRfng av„eD,.m E"y"eers "'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 comelees OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (603)357-2118 bracing per BCSI.Unless noted Otherwise,top chord shall have roper) attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of websshall have bracinginstalled per BCSI sections 83,B7_ or B10, /1111111 . as applicable. App plates to each face of russ and position as shown above and on the Joint etails, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ii CCm AkV truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawi W n or cover page listing this drawing indicates acceptance of professional englneenng 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/I-PI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 :;Uttlfik631tikYlitlbliliif3i11WWii...vuu<, SEQN:260128 J FLAT 1 Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 7135 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.06820 Truss Label: BP7 / GWH 04/04/2022 III 1.5X4 =3X5 A B � l m co ll ,c =3X5 1111.5X4 f--1'4"5--{ 1'4"5 1'4"5 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(TL): 0.026 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:43.78 ft HORZ(TL): 0.027 A - - C Brg Wid=16.3 Min Reg=- NCBCLL:0,00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.010 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.008 Maximum Web Forces Per Ply(Ibs) RepFac:No Max Web CSI: 0.345 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 785 -823 B-C 861 -899 GCpi:0.18 Plate Type(s): D-B 943 -943 Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 353#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 353 260.00 TC 0.00 1.36 353 260.00 BC 0.00 1.36 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. �,�p PROp�s Truss must be installed as shown with top chord up. 4' ,y GtN(c �O 19575 �� V jr DEFERRED OREGON r .".-..swewr.ar.Rs>xw Ywncr,wrrk ■ OLpw N Renews 6/30/2023 Consu"ing structural Engineers **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 (603)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of TIN Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >v .rC,P;r q, truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawi ,n nq or cover page listing this drawing indicates acceptance of professional engQneenng responsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 I . w , M SEQN:260130/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T137 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.03356 Truss Label: BP8 I GWH 04/04/2022 3X5 III1.5X4 A T -- \\ \ \ \ \ \ `t C 1111.5X4 -=3X5 "..........1'8"8._._.._.,� 1'8"8 1'8"8 { Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.003 A 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 A 999 240 C* - I- I- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): -0.022 B - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.023 B - - C Brg Wid=20.5 Min Req=- Mean Height:43.78 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a 9 Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.015 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.011 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.360 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 442 -443 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 443 -442 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 857 -905 B-C 782 -829 444#( 260.00 plf)along top chord,from either A-C 983 _983 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 444 260.00 TC 0.00 1.71 444 260.00 BC 0.00 1.71 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ti�ep PROP , Truss must be installed as shown with top chord up. � G t N F S'j0 0 19575 4' 9 r der .4101 OREGON Off ERRED EORMITTfo.RENEW TNIRD PARTY; TAO 20 190O � c o w. . Renews b130f2023 .A.,..aNWan.,A.M.n u"t a..oci....'In,, Consu"ing Shuctursl Eng1naors **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporary) (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a proper y attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN I,mM AN4 truss in conformance with ANSUTP! 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely'for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 , . , , SEQN:260134/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T131 FROM:MG oty: 1 Terrace Glen East DrwNo: 094.22.0830.05195 Truss Label: BP9 / GWH 04/04/2022 =3X5 I 4 IIIA5X I it I � II 11 3X5 III1.5X4 1'2"6-{ H 11'2"62"6"{ Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.005 B 999 360 Loc R+ /R- /Rh l Rw /U /RI_ BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.005 B 999 240 C - /- /- /58 I- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.053 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.65 ft HORZ(TL): 0.055 A - - C Brg Wid=14.4 Min Req= 1.5(Truss) NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.043 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.043 Maximum Web Forces Per Ply(Ibs) RepFac:No Max Web CSI: 0.445 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 1020-1053 B-C 1095 -1129 GCpi:0.18 Plate Type(s) D-B 1155-1155 Wind Duration:0.00 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 311#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 311 260.00 TC 0.00 1.20 311 260.00 BC 0.00 1.20 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. e�p PROi . Truss must be installed as shown with top chord up. `fp� G 1 N tTjo • 19575 � 9 4`I*4 0 OREGON o snRyo su.ina.RMEW COMo PARTY) 9 `en 20,i00� t'" Rot o .N�` k,m x$INN. M ..Err Renews 6/30/2023 neon nam*n»nn r.l Engine.Enc. Con sa;mtuura eny�4,*".. **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)fr safety practices pnor to performing these functions. Installers shall provide temporary (so3)357.2116 bracingper BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a proprly attachd rigid ceiling.Locations shown for permanent lateral resraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 44,P.V CCMVR6ry truss in conformance with ANSI/)PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enameenng responsibility solely-tor 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 10-4 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260136/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1 Xef71750002 T130 FROM:MG Qty: 4 Terrace Glen East DrwNo: 094.22.0830.04369 Truss Label: BP10 / GWH 04/04/2022 1111.5X4 3X5 A B /ll f, I ///. =3X5 1111.5X4 �- 1'10"6--� F 110"6 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.005 B 999 240 co, - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.039 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 •HORZ(TL): 0.040 A - C Brg Wid=22.4 Min Req=- Mean Height:44.65 ft BearingD is rigid surface. NCBCLL:0.00 Building Code: Creep Factor:2.0 a 9 TCDL:6.0 psf 4.2 psf IBC 2018 Max TC CSI: 0.067 Members not listed have forces less than 375# Soffit: 2.00 gCDL• Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.489 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-8 485 -485 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.006.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 485 -485 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 1010-1062 B-C 1086 -1138 485#( 260.00 plf)along top chord,from either D-B 1213-1213 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. .D PROPS. o Truss must be installed as shown with top chord up. O��` t1G t N FF s,02 19575 7 OREGON �y� uc.enxEUWMmH.4EV:EWC.V /4MM to 20,190. i x' Nrarm,Creglen anrt gaaociaua.im: Renews 6/30/2023 Ca".1.9 so-wmnt E"... **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safetyP practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise. refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >N NCCM qAT truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibilitysolelylor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/IP!1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260138/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T129 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03761 Truss Label: BP11 / GWH 04/04/2022 3X5 i 1.5X4 A •ie I j -3X5 III1.5X4 12"14 1 2"14, 1'2"14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.005 B 999 360 Loc R+ !R- /Rh /Rw /U !RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.005 B 999 240 C - /- /- /60 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.052 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.65 ft i---' HORZ(TL): 0.053 A - C Brg Wid=14.9 Min Req= 1.5(Truss) NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 gCDL:4.2 psf IBC 2018 Max TC CSI; 0.044 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.044 Maximum Web Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.447 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft p Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 1019-1054 B-C 1095 -1130 GCpi:0.18 Plate Type(s): D-B 1158-1158 Wind Duration:0.00 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 322#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 322 260.00 TC 0.00 1.24 322 260.00 BC 0.00 1.24 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. FROfi�SS Truss must be installed as shown with top chord up. 0�5 aG IN F�- 'b 1(i 19575 'y OREGON or eRnen SUBMmu*e.SEw KXmo P*nM `en.20,'1991' 9�Oc o W.N'�Q* �.. Renews 6/30/2023 Consulting Ste,ctursl Engi.an **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 SCSI(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 bracing per BCSI.Unless noted otherwise,top chord shall have proper) 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$3,B7. or B10, ./111111 as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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,TV COW., truss in conformance with ANSIn PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professiol engineering responsibility solelyor the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260140/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T106 FROM:MG Qty. 31 Terrace Glen East DrwNo: 094.22.0830.04837 Truss Label: 8P12 / GWH 04/04/2022 If11.5X4 ==3X5 A / r / / i C =3X5 It 1.5X4 F- 1'10"6---- 1'10"6 ...........1.10,6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TOLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Cc: - VERT(LL): 0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.004 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.024 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 - —HORZ(TL): 0.025 A - - C Brg Wid=22.4 Min Req=- Mean Height:43.92 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 gCDL:4.2 psf IBC 2018 Max TC CSI: 0.018 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 Maximum Top Chord Forces Per Ply(Ibs) RepFac:No Max Web CSI: 0.379 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft C Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 483 -484 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 484 -483 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 818 -870 B-C 893 -945 485#( 260.00 plf)along top chord,from either D-8 1035-1036 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF O PROF times the truss height in feet. „,E FSS, Truss must be installed as shown with top chord up. O. �G IN /Oti !(/ 19575 t`1rr ^" I OR EGO N onrrmsx sunmr.u.xrvow ahO"o P.M .J r en.20,1991' Q" TOLD WNv Renews 6/30/2023 Knew,'G,c,x".nn C.nsulting&r„cturai Engi,e*rs *`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 SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety actices prior to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have props y 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 133,B7 or B10, /0461‘.. as applicable. Apply plates to each face of truss and position as shown above and on the JoinffDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,DY UMW.V truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown,The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260142/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T80 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03682 Truss Label: BP13 / GWH 04/04/2022 3X5 III1.5X4 A B i_. M I II =3X5 1111.5X4 1'2"6 H 1'2"6 1'2"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.003 B 999 360 Loc R+ )R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 B 999 240 C - /- /- /58 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.031 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:43.92 ft —"—` HORZ(TL): 0.032 A - - C Brg Wid=14.4 Min Reg= 1.5(Truss) NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0psf Members not listed have forces less than 375# Soffit: 2.00 BCDL•4.2 psf IBC 2018 . Max TC CSI: 0.009 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.007 Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.352 Webs Tens.Comp. Webs Tens. Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 824 -857 B-C 900 -933 GCpi:0.18 Plate Type(s): D-B 961 -961 Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 311#( 260.00 pIf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 311 260.00 TC 0.00 1.20 311 260.00 BC 0.00 1.20 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ��Ft•E-'PROp,, Truss must be installed as shown with top chord up. \to 0G 0 i02 14 19575 y. • d OREGON DEFERNEDruus,rt..au\ew,iweowatr; 1 `eft.20,19 ' Q• BOLD WN'r Renews 613012023 N!,""t "M�,�vm*.."�.w..mu. con.uuar,p so-�cruni sng��«s **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components at 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 bracing per BCSI.Unless noted otherwise,top chord shall have roper) 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 63,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.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg,�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AY,n co w rwA truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260144/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T81 i FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06272 Truss Label: BP14 / GWH 04/04/2022 lit 1.5X4 A B ' mm 1 I t i> I min n r r e e"�- C 3X5 III 1.5X4 �- 1'2"14 -{ H 1'2"14 1'2"14 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefi LJ# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.003 B 999 360 Loc R+ /R- /Rh l Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 B 999 240 C - /- /- /60 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.031 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA __...__._............................. HORZ(TL): 0.031 A - - C Brg Wid=14.9 Min Req= 1.5(Truss) .................................................... Mean Height:43.92 ft BearingD is rigid surface. NCBCLL:0.00 Building Code: Creep Factor:2.0 a g TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.009 Maximum Web Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.007 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.354 Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 824 -858 B-C 899 -934 GCpi:0.18 Plate Type(s): D-B 965 -965 Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 322#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 322 260.00 TC 0.00 1.24 322 260.00 BC 0.00 1.24 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. vgp PROpES, Truss must be installed as shown with top chord up. 5 <SG f N �0 ° 19575 p r OREGON nUewasuec«rru.REAnEwywao"art(TV) F � 'T 8n.20,194 ROLDW•�� Renews 6/30/2023 .0 " ."nM„7,: n"r,"wwa.i"c. Canavtting Sfi;,ctu("I Engivsms **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safetyP practices prior to performing these functions. Installers shall provide temporary (503)357-2116 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 bracinginstalled per BCSI sections$3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional informati on. 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 ITWCNAPANY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSlITP!1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260146/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T82 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06694 Truss Label: 13P15 / GWH 04/04/2022 °-3X5 1111.5X4 A B M 3X5 1111.5X4 , 10"10 , 1'0"10 1'0"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 B 999 240 C - /- /- /51 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(TL): 0.035 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA ...................._._HORZ(TL): 0.036 A - - C Brg Wid=12.6 Min Req= 1.5(Truss) Mean Height:43.92 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.007 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.007 Maximum Web Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.347 Webs Tens.Comp. Webs Tens. Comp. Spacing:24,0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 825 -854 B-C 900 -929 GCpi:0.18 Plate Type(s) -----------_____—_ .-.--....__........ D-B 947 -947 Wind Duration:0.00 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 274#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 274 260.00 TC 0.00 1.05 274 260.00 BC 0.00 1.05 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. `tG�Ep PROpE Truss must be installed as shown with top chord up. a ��5 G t N FF O,y !(r • 19575 y ' 40 OREGON omErEnSUNfttn*t.MSVeW nnntn PIJITYi '7,114 en.20,19g O L D W W.N'' ...,,. Renews 6/30/2023 nr•m"r ahmn.nn ns•ads...int. Can"utting Str,wtur"i E"pi"enrs **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 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,N,convary truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enppn�� eenng responsibility solely-Tor 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'i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEON:260148/ FLAT Ply: 1 11 Job Number: 0122135 Cust:R 7175 JRef:1 Xef71 750002 T83 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06008 Truss Label: BP16 / GWH 04/04/2022 X II54 A 3X5 B // 3X5 1111.5X4 f- trio 1'1"10 1'1"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C - /- /- /55 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.002 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.003 A - - C Brg Wid=13.6 Min Req= 1.5(Truss) Mean Height:41.46 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.006 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.004 Maximum Web Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.148 Webs Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) D-B 405 -405 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 295#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 295 260.00 TC 0.00 1.14 295 260.00 BC 0.00 1.14 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. �'D PROF'. Truss must be installed as shown with top chord up. c• SSi ,� txIN 'O 19575 DEFERRED SHA W,REV*W YRIRR PARPYi �A OREGON J e AE an.20,199- `Q" TO L D W,N ,,. Warne,Old*n an*MtO J$w.a.Ifs. Renews 6/3012023 Cansuldng Structure engineers **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have roperly 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 83,B7_ or B10, /AI\ as applicable. Apply plates to each face of truss and position as shown above and on the JotnfDetails., unless noted otherwise. Refer to ALPINE.' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 InY CCM., truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitability and use of This drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEON:277701/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T84 / FROM:MG Qty: 104 Terrace Glen East DrwNo: 094.22.0830.03262 Truss Label: 8P17 / GWH 04/04/2022 4111.5X A -3X5 g 1 I , C 3X5 1II1.5X4 E 1'10"6 { 1'10"6 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C* - /- I- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.004 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 __-.-__.__..............._..................................-_.............__..HORZ(TL): 0.004 A - - C Brg Wid=22.4 Min Req= - Mean Height:41.46 ft BearingD is rigid surface. NCBCLL:0.00 Building Code: Creep Factor:2.0 a 9 TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.018 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 Maximum Top Chord Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.204 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 481 -483 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 483 -481 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Truss transfers a maximum horizontal load of D-B 556 -556 485#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. CEO PROFF Truss must be installed as shown with top chord up. ,<<C• SS `y GtNE i0 10 - 19575 A� (e ull_. T rj DEFEsED SUBMITTPI.REN#W THIRD PARTY OREGON of T '�4e.20,1.99'9 P of. Nr m.,gai,kn amt 0.aaochmes.inc Renews 6130;2023 ca"",'g snucDira Enginae a **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 SCSI(Building ComeSus OR 97113 Component Safety Information,byTPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing er BCSI.Unless noted oherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the nu nw co waRr truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingq.�of trusses. A seal on this drawing or cover page in listing this drawing indicates acceptance of professional enoeering 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:260152/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRefaXet71750002 T85 t FROM:MG Qty: 5 Terrace Glen East DrwNo: 094.22.0830.06678 Truss Label: BPI/ / GWH 04/04/2022 II11.5X4 A _3X5 g I -.1_,� rn /j. _ l� /j �/ // C / 3X5 III 1.5X4 I- 1'8"10 1'8"10 1'8"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C* - /- I- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - --• HORZ(LL): 0.004 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:41.46 ft HORZ(TL): 0.004 A - - C Brg Wid=20.6 Min Req=- NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf 4.2 psf IBC 2018 Max- Members not listed have forces less than 375# Soffit: 2.00 BCDL• - T-C-CSI: 0.015 . Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.011 Maximum Top Chord Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.192 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 444 -445 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 445 -444 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Truss transfers a maximum horizontal load of D-B 524 -524 447#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 447 260.00 IC 0.00 1.72 447 260.00 BC 0.00 1.72 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ,. • D PROP Truss must be installed as shown with top chord up. 'C Sj AG IN 0 19575 �� 4i_ j OREGON # nnrsnors EJRMRtAt nreoW TNIRD PAWN; raj "7�"8n.20,1900 >.Q" Renews 613012023 "`"""Il"t't""nntl a"""`"".I"` Co n,Structural S"girte*ra **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,installing,and bracing. Refer to and follow the latest edition of SCSI(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 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 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 JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. 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 GCMVNw truss in conformance with ANSIITPI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professiolial engineering responsibility solely/or the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260154/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T86 1 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.03417 Truss Label: BP19 / GWH 04/04/2022 III 1.5X4 A -3X5 g `v ,/ /` i PE / ■ C 1 3X5 1111.5X4 1 1'4" H1 4 `1 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C - /- /- /64 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.003 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA ,____..._....—.....___._..—_. HORZ(TL): 0.003 A - - C Brg Wid=16.0 Min Req= 1.5(Truss) Mean Height:41.46 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.009 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.006 Maximum Web Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.162 Webs Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) D-B 443 -443 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 347#( 260.00 pif)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 347 260.00 TC 0.00 1.33 347 260.00 BC 0.00 1.33 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. "itE0 PRo c , Truss must be installed as shown with top chord up. -c Sj ,5 GINE O o N 19575 �41 A- 0 OREGON DEFERRED su.rt.unrn€w(,ursovsrsm 9 Ven.20,VW) Q '0LD W. Renews St3012023 Wpm.a«mnnsne Assnciswn.Inc. ennswnng soi,veurat en5ncos **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,„,ll„«a",q,;r truss in conformance with ANSI PI 1, or for handling, shipping,,installs ion and bracingof trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solelyor 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260156/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T87 / FROM:MG Qty: 18 Terrace Glen East DrwNo: 094.22.0830.06397 Truss Label: BP20 / GWH 04/04/2022 III 15X4 A -3X5 B ■ _._ it // CV j / j �f. �1.1 � , /..,/,jc -3X5 1111.5X4 F 110"6 "1 1'10"6 i 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.001 B 999 360 Loc R+ /R_ ___..../Rh..............._/RW_..._/U...__.__/RL....__. BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.001 B 999 240 C* - /- I- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.007 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.008 A - - C Brg Wid=22.4 Min Req=- Mean Height:42.32 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a g Soffit: 2.00 IBC 2018 Max TC CSI: 0.018 Members not listed have forces less than 375# BCDL:4.2 psf Maximum TopChord Forces Per PlyI Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 (lbs) Re Fac:No Max Web CSI: 0.255 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 483 -484 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 484 -483 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 403 -455 B-C 479 -531 485#( 260.00 plf)along top chord,from either D-B 697 -697 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. °Ep PROp , Truss must be installed as shown with top chord up. 'C SN Gth/ O 19575 �� "P r, AO' OREGON ...1tlgereinrryov.rrru.Ker*w IMMI r,Pnrr '''0LD W.Ne u.,. Renews 6130/2023 .watKr mer OW.and Mans n.Ins. Consulting!..Engineers **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 610, /41111 as applicable. Appl plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. 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 rile CCMPAt, truss in conformance with ANSITTPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of this drawing for any sructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260158/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T91 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02341 Truss Label: BP21 / GWH 04/04/2022 ill 15X4 A =3X5 B ................................ v F.N CV / / / // / / / 3X5 III 1.5X4 1'8"10 .{ 1'8"10 1'8"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT CL: 0.001 8 999 240 Risk Category:II ( ) C* - !- /- /48 /- /- BCDL: 10.00 9 ry Snow Duration: - HORZ(LL): 0.007 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 — —— ---- HORZ(TL): 0.007 A - - C Brg Wid=20.6 Min Req=- Mean Height:42.32 ft BearingD is rigid surface. NCBCLL:0.00 Building Code: Creep Factor:2.0 a g TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.015 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Sid: 2014 Max BC CSI: 0.011 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.246 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 445 -446 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 446 -445 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 405 -453 B-C 481 -529 447#( 260.00 plf)along top chord,from either D-B 671 -671 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 447 260.00 TC 0.00 1.72 447 260.00 BC 0.00 1.72 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. `<C'FtEp PROF.e. Truss must be installed as shown with top chord up. O,5 tJG I N E ,� OZ 19575 p O REGO N OFFFRREG FueW ttµ RUYFW MI RO P.M T 40.20,194 .' '0L0 W.N� Renews6/30/2023 x..n,wnMn":"s .«w...:,:•vx s. CansuRing St,ucturtl£ng'a,s.3a *'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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503 357.2118 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 lates to each face of truss and position as shown above and on the JoinfiDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITTPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover pape listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any sfructur is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260160/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T100 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03043 Truss Label: BP22 / GWH 04/04/2022 III1.5X4 A 3X5 g 1 / / Elm ism --- ■ IBC 3X5 1111.5X4 1'1"2 —a 1'1"2 1'1"2 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U !RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C - /- /- /52 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.002 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.002 A - - C Brg Wid=13.1 Min Req= 1.5(Truss) Mean Height:41.46 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a g Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.006 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.004 Maximum Web Forces Per Ply(Ibs) RepFac:No Max Web CSI: 0.145 Webs Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:NA FT/RT:4(0)/4(0) D-B 397 -397 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 284#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 284 260.00 TC 0.00 1.09 284 260.00 BC 0.00 1.09 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF p PRpF times the truss height in feet. ��FL'G ASS Truss must be installed as shown with top chord up. 0�9 G t NF �O 19575 142.• OREGON IEf ERRED su ITLnLREv wiTHIRD PARTY; '9L�`en.20,19' -, OLD W. Renews 8730/2023 N"n»,n.nMn mut Associsues.int Consulting Structural Engincars **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ins. *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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices onor to performing these functions. Installers shall provide temporary) (5031357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have grope attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling Locations shown for permanent lateral restraint ot,webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face o truss and position as shown above and on the Joinf etails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg__Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN,pCeM110 truss in conformance with ANSI/IP' 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawi , n or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 n.,._.,- 1,, -C 1114 SEQN:260162/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T101 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06133 Truss Label: BP23 / GWH 04/04/2022 I 4 II1A.5X 3X5 B nt N l / C if `' i 3X5 III1.5X4 1'4"2 -1 1'4"2 1'4"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.001 B 999 360 Loc R+ /R-_ /Rh /Rw /U /RL Enclosure:Closed ...................----._._................ BCLL: 0.00 Lu: - Cs: - VERT(CL): 0.001 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.007 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:42.32 ft HOR2(TL): 0.007 A - C Brg Wid=16.1 Min Req=- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit: 2.00 IBC 2018 Max TC CSI: 0.009 Members not listed have forces less than 375# BCDL:4.2 psf Maximum Web Forces Per PlyIbs Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.006 ( ) Re Fac:No Max Web CSI: 0.224 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 410 -447 B-C 486 -523 GCpi:0.18 Plate Types) D-B 610 -610 Wind Duration:0.00 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 349#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 349 260.00 TC 0.00 1.34 349 260.00 BC 0.00 1.34 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF PROF times the truss height in feet. FLE ass Truss must be installed as shown with top chord up. 0 �5 IN F �p 19575 4' y • ( Aft 401' '. OREGON 1iJ oE ERRED.1"MmrREv.w i,KgA YARtn 20.1g9° a Roc.D w.VV". Renews 6/30/2023 Knmea r.Mini and taaouatos. Cansu"ing Structural Engi,uan **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 comelius 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 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 o,webs shall have bracing installed per BCSI sections B3,B7_ or B10, /4116 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.Refer to job's General Notes page for additional information. 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 MY; VAN,' truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracingof trusses. A seal on this drawi ,^.M n or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit9y and use of this drawing for any structure is the responsibility of the Building-Designer per ANSIIT, I 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 rl.-...,- Ill ._r 1114 SEQN:260164/ FLAT j Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T103 FROM:MG Qty: 4 Terrace Glen East DrwNo: 094.22.0830.03730 Truss Label: BP24 / GWH 04/04/2022 III1.5X4 4X5 A so r i� I / o r r =4X5 1111.5X4 h--1'10"6--{ 1'10"6 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.005 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.005 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.041 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA _____,_..._........__..............................................._.................HORZ(TL): 0.042 A - - C Brg Wid=22.4 Min Reg=- Mean Height:44.76 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit: 2.00 gCDL:4.2 psf IBC 2018 Max TC CSI: 0.067 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.520 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 485 -485 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. _ Top chord 2x4 DF-L#2 D-C 485 -485 Bot chord 2x4 DF-L#2 Webs 2x4 HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 1037-1089 B-C 1113 -1165 485#( 260.00 plf)along top chord,from either D-B 1238-1238 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ,c: eo f'ROpS. Truss must be installed as shown with top chord up. ,@ GtNF ��O !!,/0 . 19575 ,+4 40 OREGON J (*.FEARED KitgnAKnt 9"sn.20, ' 1ge OLD W•N" Renews 6/30/2023 .sw.vKremm G.h*,,to A„nW✓,.in<:, Consulting Strunturef Engi"oars **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 SCSI(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)357-21 t8 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sileathing 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 83,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the gry,ryy rpN,yggy truss in conformance with ANSI/TPI 1, or for handling, shippinginstallation and bracingof trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional enginering responsibilitysolelyor the design shown,The suitabilit and use of this drawing for any strcture is the responsibility of the Building-Designer per ANSI/TI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260168/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T110 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06927 Truss Label: 8P26 / GWH 04/04/2022 II 1.5X4 =3X5 A B T 3X5 III1.5X4 H---1'7"2--{ 1'7"2....... 1'7„2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.004 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.026 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 _....._..............................................._._..................................HORZ(TL): 0.027 A - - C Brg Wid=19.1 Min Req= - Mean Height:43.92 ft Bearing0 is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a g Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.013 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.010 Maximum Top Chord Forces Per Ply(Ibs) RepFac:No Max Web CSI: 0.367 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft -Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 413 -413 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. _ Top chord 2x4 DF-L#2 D-C 413 -413 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 821 -865 B-C 896 -941 414#( 260.00 plf)along top chord,from either D-B 1003 -1003 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 414 260.00 TC 0.00 1.59 414 260.00 BC 0.00 1.59 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ,, .O Po Truss must be installed as shown with top chord up. ...? C,1 N F� �i � O O , 19575 41 000 OREGON J rnorfewD<u:ma,..REVew,THft5nam T an 99 .20,10 Q i, RQLD W•0" Renews 6/30/2023 ..wa.'Mf 011.11 V. '"nuxw.Int. Cans.i,g Struco,Wnt Ynginean **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2t 18 bracin per BCSI.Unless noted otherwise,top chord shall have roper attached structural sheathing and bottom chord,shall have a properly attached r id ceiling.Locations shown for permanent lateral restraint ofwebs shall have bracing installed per BCSI sectons B3,B7 or B10, as applicable. AppT plates to each face o1 truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 II.<< a, truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engineering responsibility solely/or the design shown.The suitabilit 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260170/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef.1Xef71750002 T102 FROM:MG Qty: 16 Terrace Glen East DrwNo: 094.22.0830.06446 Truss Label: BP27 / GWH 04/04/2022 1111.5X4 A B i v l lI -v =3X5 1111.5X4 1'10"6�{ h _..._._i10.,6.......-4 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.004 B 999 240 C* - I- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.029 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.19 ft — HORZ(TL): 0.030 A - - C Brg Wid=22.4 Min Req=- NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.018 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 Maximum Top Chord Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.402 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 483 -483 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 484 -483 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 886 -938 B-C 962 -1014 485#( 260.00 plf)along top chord,from either D-B 1096-1097 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ¢Ep PROFk Truss must be installed as shown with top chord up. �N5 ,t4GtN .F�Q jp2 19575 7 400 4,10 • 1,v r DFPERRED EJNMTTgI.RENEW(THIRD PARTY) OREGON .T"OLD '8n.20,less OL D W W. N Nramer CMIMnaunt Amtnelresa.Iec. Renews 6/30/2023 c"munirro StructuralEngin"un **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI anal SBCA)f safety practices pnor to performing these functions. Installers shall provide temporary) (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y 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 Join Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the Ni YY CCM AAY truss in conformance with ANSI, PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engeenng responsibility solely-Tor the design shown.The suitability and use of this drawing for any structurem is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10l For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:260172/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T104 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03448 Truss Label: BP28 / GWH 04/04/2022 1111.5X4 =3X5 A B T I• i 'v �. r 6 i�J •j / / / -3X5 1111.5X4 1'7"2—-{ 1'T'2 � 'i.............1.7�2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.004 B 999 360 Loc .R+ /R- /Rh l Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.004 B 999 240 C* - /- /- /48 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.031 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 HORZ(TL): 0.032 A - - C Brg Wid=19.1 Min Req= - Mean Height:44.19 ft BearingD is rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 a g Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.013 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.010 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.390 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 413 -413 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 413 -413 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 889 -934 B-C 965 -1009 414#( 260.00 plf)along top chord,from either D-B 1066-1066 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 414 260.00 TC 0.00 1.59 414 260.00 BC 0.00 1.59 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ��O PROFE Truss must be installed as shown with top chord up. ,-c SS, f� GtNE 'O �. 19575 �� y n00.'� OffE...SUBMITTAL RefiEW(TRIM fAIIM OREGON IA en.20,199 4,1'oLD Nram*r O*M*nand Aaantlaua.Inc Renews 613072023 CanauNl,q Etr cluN Eng3n*an **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)mr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 bracin instlled per BCSI sections B3,B7 or B10, /1111164. as applicable. Appl plates to each face of russ and position as shown above and on the JointDetails., unless noted otherwise. l efer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 It.c,n a*r truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 • SEQN:273130/ FLAT 1 Ply: 1 Job Number: 0122135 Cust R 7175 JRef:1Xef71750002 T112 FROM:MG Qty: 7 Terrace Glen East DrwNo: 094.22.0830.02933 Truss Label: 8P29 / GWH 04/04/2022 111.5X4 =4X5 A B t1 -4X5 1111.5X4 - 1'10"6---{ 1'10"6 , 1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.006 B 999 360 Loc...R+....J_R-..._/Rh................./Rw-/U /RL............ BCLL: 0.00 Enclosure:Closed Lu: - Cs: -Risk Cate VERT(CL): 0.006 B 999 240 o C* - /- /- /48 /- /- BCDL: 10.00Category:II Snow Duration: - HORZ(LL): 0.048 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:45.02 ft """""" _............................._._.__._._......._..........................HORZ(TL): 0.049 A - - C Brg Wid=22.4 Min Req=- NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.067 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Maximum Top Chord Forces Per Ply(Ibs) Re Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft P Fac:No Max Web CSI: 0.608 Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 485 -485 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 485 -485 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 1106-1158 B-C 1182 -1234 485#( 260.00 plf)along top chord,from either D-B 1302-1302 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ,ED PROp Truss must be installed as shown with top chord up. !� z$ S `y GtNE iO 1(/� • 19575 � y 'w "i DEFERRED fuBMlttµ.REVIEW MO.nMYttC OREGON4.11 1 4n.20,1g9° 41 0LD W•� xramer LMI,Mn af,A M•dcu,n.Im: Renews 6130/2023 ca"seams strR<a.a EngMc"a "*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)ty safety practices prior to performing these functions. Installers shall provide temporary (503)367-2116 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 or webs shall have bracinginstalled per BCSI sections 83,B7_ or B10, .-411116 . as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details., unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg.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 shippingp installation and bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260180/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T118 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02342 Truss Label: BP33 / GWH 04/04/2022 I 4 II A5X 3X5 g I wi. 041 .t .,_ 1 wrammil I j /C ;/ / / / / 3X5 III 1.5X4 H._..---.._ 1'5"14 .....__.....H 1'5"14 1'5"14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C* - /- /- /48 I- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.003 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 _......_.._......._.............HORZ(TL): 0.003 A - - C Brg Wid=17.9 Min Req=- Mean Height:41.46 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.011 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.008 Maximum Top Chord Forces Per Ply(ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.174 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 385 -386 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 386 -385 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Truss transfers a maximum horizontal load of D-B 475 -475 387#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 387 260.00 TC 0.00 1.49 387 260.00 BC 0.00 1.49 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF E p PRaF times the truss height in feet. ��FL & Truss must be installed as shown with top chord up. �,5 op I N FF 70Z 14 19575 g r r/� • OREGON DEFERRE:HM.4 r.some miss PARTY/ 0 Sal 'y 4n.20,199b Qa _ ., ,.....In .. ' �OL D w"`ft` . :v Renews 6/30/2023 ,.w Krartw Moan and Msosis.s.Inc. Cosseting Structural Englncors 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary) (503j357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properlyattached 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 133,B7 or 810, as applicable. Apply plates to each face or truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .N I CCM truss in conformance with ANSI/IPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawi Th P.NY ng or cover page listing this drawing indicates acceptance of professional enaineenng responsibility solely-Tor 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 106 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 411181111111111110111011111100 SEQN:260182/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T121 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.0830.06632 Truss Label: BP34 / GWH 04/04/2022 X III54 A =3X5 g T - 3X5 III1.5X4 1'2"2-H 1'2"2 1'2"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in lac Udell U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C - /- /- /57 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.002 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.003 A - - C Brg Wid=14.1 Min Req= 1.5(Truss) Mean Height:41.46 ft Bearing D is a rigid surface. NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 9 g Soffit: 2.00 BCDL:4.2 psf IBC 2018 . Max TC CSI: 0.007 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.005 Maximum Web Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.151 Webs Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) D-8 413 -413 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.008.1108.20 Lumber - Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 306#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 306 260.00 TC 0.00 1.18 306 260.00 BC 0.00 1.18 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF p PROp times the truss height in feet. E S. Truss must be installed as shown with top chord up. 5 aG t N FF 0 19575 9 /' ( 411°U 1 OREGON +,..,.E.EnRDDsumu.ru.REVIEW Awtt;e 1,04 0.20,199Q Q a 10,.. Renews 8/30/2023 „ -w x.•a..,o.nMa.nn n..ariw..tx. Lansulting 3evctursl nngln rs *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 83,B7_ or B10, as applicable. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-Tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260184/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T125 FROM:MG Qty: 3 Terrace Glen East DrwNo: 094.22.0830.03527 Truss Label: BP35 / GWH 04/04/2022 III1.5X4 -3X5 A B 5.N l �l v j /,, C 3X5 III1.5X4 �..._.. 110„6........." 1'10"6 �- .........1'10"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.004 B 999 360 Loc .R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.004 B 999 240 C* - I- /- /48 I- 1- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.030 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.26 ft HORZ(TL): 0.031 A - - C Brg Wid=22.4 Min Reg=- NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 Bearing D is a rigid surface. Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.018 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.013 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.408 Chords Tens.Comp. Loc.from endwall:NA FT/RT:4(0)/4(0) A-B 483 -483 GCpi:0.18 Plate Type(s): ............................................................................................................. Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Top chord 2x4 DF-L#2 D-C 484 -483 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Truss transfers a maximum horizontal load of A-D 905 -957 B-C 980 -1033 485#( 260.00 plf)along top chord,from either D-B 1113-1113 direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 485 260.00 TC 0.00 1.86 485 260.00 BC 0.00 1.86 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ,4G:-0�R�FFS Truss must be installed as shown with top chord up. 5 , G i N rc •0 0 !(/ 19575 O REGO N DEFERRED SWAIM,REYM“111RD PISMO T,Q an.2o,198Q' `V OL D W• .a .x .M< ri w:X~ Renews t113012023 wr n.v*,,uaS.."mu..ins Cwnult{ng Structural Engine.. **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 bracing per BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral resraint or webs shall have bracing installed per BCSI sections 83,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10"; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 •u1-4441044.144uiliufNAFkisU41i1#ttYaiUktlib .. .. SEQN:260186/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T126 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02356 Truss Label: BP36 / GWH 04/04/2022 1111.5X4-3X5 A I 'C ' , I 3X5 III 1.5X4 F- 1'3"2--{ 1'3"2 ..__13"2H Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.004 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.004 B 999 240 C - /- /- 161 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.039 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.26 ft HORZ(TL): 0.040 A - - C Brg Wid=15.1 Min Req= 1.5(Truss) NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf 4.2 psf IBC 2018 Max TC CSI: 0.010 Members not listed have forces less than 375# Soffit 2.00 gCDL• Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.008 Maximum Web Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.384 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 910 -945 B-C 986 -1021 GCpi:0.18 Plate Type(s): D-B 1048-1049 Wind Duration:0.00 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 328#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 328 260.00 TC 0.00 1.26 328 260.00 BC 0.00 1.26 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. Ft,E0 PROpESS Truss must be installed as shown with top chord up. 19575 OREGON DU ERRED$Uw.inu.a,n W,+wiaor,wrr; 0 "9 en.2o,1905 Q` ......n. • .. _. 'OLD W•tk' Renews 6/30/2023 km./ss.*Mn and ru*«.i"u*.ins.g Consulting Strootutal Eogineen **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 SCSI(Building Cometlus OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg__Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the SNIT.(CAW., truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page listing this drawing,indicates acceptance of professional engimeenng responsibility solelyfor the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260188/ FLAT Ply: 1 Job Number: 0122135 Cast:R 7175 JRef:1Xef71750002 T127 ' FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06195 Truss Label: BP37 / GWH 04/04/2022 -.3X5 1111.5X4 A B co ih 3X5 I111.5X4 1'0"10 1'0"10.1 1'0"10 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT LL: 0.003 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.003 B 999 240 C - /- /- /51 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.031 A - - Wind reactions based on MWFRS EXP:B Kzt:NA Des Ld: 49.00 Mean Height:43.78 ft - HORZ(TL): 0.032 A - - C Brg Wid=12.6 Min Req= 1.5(Truss) NCBCLL:0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:4.2 psf Members not listed have forces less than 375# Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.007 TPI Std: 2014 Max BC CSI: 0.006 Maximum Web Forces Per Ply(Ibs) Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 Webs Tens.Comp. Webs Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.334 Loc.from endwall:NA FT/RT:4(0)/4(0) A-D 787 -816 B-C 863 -892 GCpi:0.18 Plate Type(s): D-B 911 -912 Wind Duration:0.00 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 274#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 274 260.00 TC 0.00 1.05 274 260.00 BC 0.00 1.05 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. ep PROFESS Truss must be installed as shown with top chord up. oj N4G I N � /OZ !(/ 19575 7 Ala jr OREGON DEFERRED SOSSunuu,Ew MOWvrkm V 4n.20,199.1 Q .�.-�, 0kn. BOLD W•N- ,.,e:n kv}^aY.:xn.,;,::a•vw oin.e,s"»aan:e.,Jv.u::RiM: Renews 6/30,2023 .:w tuw.w tilde"and M.owvR". Consulting Structural Engineers **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)f6'r safety practices pnor to performing these functions. Installers shall provide temporary (603)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have proper) attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. 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/1 PI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260192/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T97 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02344 Truss Label: BP38 / GWH 04/04/2022 I 5X4 A ._3X5 B D _ C 3X5 1111.5X4 �- 1'0"6 j 1'0"6 1'0"6 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct: - CAT: - PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce: - VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL): 0.000 B 999 240 C - /- I- /50 /- /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL): 0.002 A - - Wind reactions based on MWFRS Des Ld: 49.00 EXP:B Kzt:NA ___......._.........__..............................._._..._._.._..___HORZ(TL): 0.002 A - - C Brg Wid=12.4 Min Req= 1.5(Truss) Mean Height:41.46 ft NCBCLL: 0.00 Building Code: Creep Factor:2.0 Bearing D is a rigid surface. TCDL:6.0 psf Members not listed have forces less than 375# Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.005 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.004 Maximum Web Forces Per Ply(Ibs) Re Fac:No Max Web CSI: 0.141 Webs Tens.Comp. Spacing:24,0" C&C Dist a:3.00 ft P Loc.from endwall:NA FT/RT:4(0)/4(0) D-B 386 -386 GCpi:0.18 Plate Type(s): Wind Duration:0.00 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss transfers a maximum horizontal load of 268#( 260.00 plf)along top chord,from either direction,to supports where indicated.Diaphragm and connections are to be designed by Engineer of Record. Drag Loads:Force(#) (PLF) Mbr Start End Case 1: 268 260.00 TC 0.00 1.03 268 260.00 BC 0.00 1.03 Additional Notes Blocking panels shall be attached to the shear wall and roof diaphragm for the drag load stated. Provide lateral restraint for end webs against buckling. The overturning force at each end must be transferred between successive panels. The vertical connection required at each end is equal to the drag load in PLF times the truss height in feet. , t -0 PROA,, Truss must be installed as shown with top chord up. c' G t N `s'p to • 19575 Adi OREGONfen.$UNAmA..x ,tiiaoauur, ipo an.20,1g5' 9rOLD w•N� Renews 6/30/2023 fcm•1=raa.f"n n,e nxa"da,*a.I CortsuhLg 5tructueaf[ngL,enrs *"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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n id ceiling.Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 83,B7 or B10, /1111161 . 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.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,NI C,,NNat..,' truss in conformance with ANSITTPI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing,or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277660 FLAT Ply: 1 Job Number: 0122135 Cast:R 7175 JRef:1Xef71750002 T17 FROM:MG City: 1 Terrace Glen East DrwNo: 094.22.1537.10290 Truss Label: IBP BFR / GWH 04/04/2022 17121 1'3"4 211 4' 22=3X5 1111.5X4 AB Co O II HG FE III1.5X4 "-4X5 r 1'10"8 t 3"4{ 1'3 J12 4"{5 '12 1'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSl Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1,0 VERT(LL): 0.001 C 999 360 Loc R+ /_R- /Rh /Rw /U /RL BCLL: 0,00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 E 999 240 H 590 /- /- /91 /9 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - E 614 /- /- /91 /9 /- EXP:B Kzt:NA _ Des Ld: 49.00 Mean Height:45.44 ft HORZ(TL): 0.004 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 H Brg Wid=- Min Req=- TCDL:6.0 psf E Br Wid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.112 g = Req= Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.531 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.080 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.0013.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. le* PROp This truss is designed to support vertical loads only. ?5 aG t h ''l. - It has not been designed to support lateral or 0 �Q 4,1 19575 9 longitudinal forces.Sheathing is required for any r longitudinal(drag)forces. do All horizontal and vertical diaphragms and con- �rill All" v� nections shall be designed by the engineer of record. ` OREGON J tlneFenRausozNAniu.Ruv,F.Wt."+novsM} Lt,O n.20,199' e..P ITT L W Ickf • <++s.. "'a Renews 6/3012023 '7 c«nti•"xa nawcr,i s.Inc. tnnsu"�ng Sbucbtrsl En9{ncun **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 Comelius OR 97113 Component Safety Information,by 7PI and SBCA)f 'r safety practices Prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingper 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$3,B7 or B10, /11111666... as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the «tea r truss in conformance with ANSI/ PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enpineenng responsibility solely-for the design shown.The suitabilit and use of thisNorth Building ,for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277662 FLAT Ply: 1 Job Number: 0122'135 Gust R7175 JRef:1Xef71750002 T123 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1537.12687 Truss Label: IBP1 BFR / GWH 04/04/2022 1T"iR. o k 0"8 8 12 -3X5 1111.5X4 AB CD 11 II II 11 11 MG FE 1111.5X4.=4X5 r 1'10'8-j 1'3'4 2'12 1z oe Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 E 999 240 H 590 /- t- /91 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 A - - E 614 /- /- /91 /10 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.11 ft -HORZ(TL): 0.007 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 H Brg Wid=- Min Req=- TCDL:6.0 psf E Br Wid - Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.112 g = q=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.531 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.138 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. C��L�Q PROp�ss This truss is designed to support vertical loads only. aG I N E", 'O It has not been designed to support lateral or yj0 19575 longitudinal forces.Sheathing is required for any r longitudinal(drag)forces. All horizontal and vertical diaphragms and con- f nections shall be designed by the engineer of record, - .4$2+ OREGON nefe Eo$n MITTh REVIEW nsnoneh1 J 94n.20,101' Q` ROLD Wtk"- Renews&'3012023 "n"x+antnn,,,rt*na«i"ma.lnc. Gans"Itlrq Etr,M"N Engi"can **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 Comelus OR 97113 Component Safety Information,by TPI and SBCA)M.safety practices prior to performing these functions. Installers shall provide temporary) (503)357-2118 bracing er BCSI.Unless noted otherwise,top chord shall have rope attached structural sheathingand bottom chord,shall have a properly attached ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing instlled per BCSI sectons B3,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-Tor the design shown.The suitability and use of this drawing for any sir'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Glenview,IL 60025 SEQN:277664 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T122 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1537.15160 Truss Label: IBP2 BFR / GWH 04/04/2022 F1' 172 3.� d"8 i'to°8 418 12 -=3X5 III1.5X4 As co II HG FE 1111.5X4_4x5 2 41'8 12 Y'10'8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl!CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl LJ# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 C 999 360 Loc R+ !R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 E 999 240 H 590 /- /- /91 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.005 A - - E 614 /- /- /91 /10 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:48.78 ft HORZ(TL): 0.011 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 H Brg Wid=- Min Req= - TCDL:6.0 psf E Br Wid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.112 g = Req' - Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.531 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.053 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. �EO PROP End verticals not exposed to wind pressure. .<<G SS, Additional Notes 1u0 • 19575 Truss must be installed as shown with top chord up. , This truss is designed to support vertical loads only. I( 1111. 113'0rd It has not been designed to support lateral or longitudinal forces.Sheathing is required for any OREGON "E£f3 4 `°s"""tts."""�ta longitudinal(drag)forces. ") .J • All horizontal and vertical diaphragms and con- rib 40.20,19" nections shall be designed by the engineer of record. OLD w N M•.Hram,,Shit.net Asu.sues.Hs Renews 8130/2023 C.nsuttug Structural fyinean **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 SCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 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 63,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling, shippin installation and bracingof trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineoring responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEON:277618 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T134 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.1537.17597 Truss Label: IBP3 BFR / GWH 04/04/2022 PIT2 12 178 3X5 1111.5X4 T A BC 177 rn ED 1111.5X4 =4X5 1'10"4 15"12 1'5 12 444" 1 '4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DotIICSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc lJdefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh l Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 D 999 240 F 585 /- /- /86 /9 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - D 617 /- I- /94 /10 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:45.59 ft HORZ(TL): 0.004 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=3.8 Min Req= 1.5(Truss) TCDL:6.0 psf Soffit: 2.00 IBC 2018 Max TC CSI: 0.124 D Brg Wid=- Min Req=- BCDL:4.2 psf Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.555 RepFac:No Max Web CSI: 0.087 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. , p PROFESS This truss is designed to support vertical loads only. 0 1,4G 'p It has not been designed to support lateral or O Z, longitudinal forces.Sheathing is required for any Lr • 19575 9 longitudinal(drag)forces. All horizontal and vertical diaphragms and con- , � ,/' II 40 nections shall be designed by the engineer of record, OREGON onrE�kFa = u REV,. eo>eN 9R run.zo,lg9 N(GP N ■ ,ryMNranw P.M..Inc. Renews 6/30/2023 com"surp so-wrn,x a"gu"eon **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, ..411644. as applicable. Apply plates to each face o7 truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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„C,, ,Y a, truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely'for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277620 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T145 FROM:MG Qty: 2 Terrace Glen East DrwNo: 094.22.1537.20203 Truss Label: IBP4 BFR / GWH 04/04/2022 18•a 12 1' 17:8i T8 =3X5 1111.50 A BC '' 11 11 11 ED 1111.5X4=4X5 I-1'10'4 uu4'8 Y'10'4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in ioc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Cc:1.0 VERT LL: 0.001 B 999 360 Loc R+ /R- /Rh /Rw l U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 D 999 240 F 585 1- /- /86 /9 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 A - - D 617 I- /- /94 /10 /- Des Ld: 49.00 EXP:B Kzt:NA ____ HORZ(TL): 0.007 A - - Wind reactions based on MWFRS Mean Height:47.26 ft BuildingF BrgWid=3.8 Min 1.5 Truss NCBCLL:0.00 Code: Creep Factor:2.0 Req (Truss) TCDL:6.0 psf D Brg Wid=- Min Reg=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 Load Duration:1.15 TPI Sid: 2014 Max BC CSI: 0.555 Bearing F is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.149 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.009.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. � _EO PROFESS This truss is designed to support vertical loads only. 5 t N It has not been designed to support lateral or (g l�G �F� OZ longitudinal forces.Sheathing is required for any >L • 19575 y longitudinal(drag)forces. r All horizontal and vertical diaphragms and con- /' nections shall be designed by the engineer of record. L DEFERRED SMART,REYYW MEDD EARTY; OREGON J a QA an.20,1g9- (GQ" Of0 W 10 nw GED.n w,R Aaaxlauea.InG Renews 6/30/2023 Cantuttmq SD...Aural EnginaFFE "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 SCSI(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 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 bracinginstalled per BCSI sections 53,B7 or B10, as applicable. Apply plates to each face oT truss and position as shown above and on the Joint-Details,, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 FENC,.MVANE truss in conformance with ANSI/TPI 1, or for handlingshipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professioal engtneenng responsibility solelylor the design shown.The suitabilibr and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:277622 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T154 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1537.22647 Truss Label: IBP5 BFR / GWH 04/04/2022 0"4 12 17"8 I;8 "-3X5 1111.5X4 A BC I I III \I 1ff I., II 1 1 _ lama ED 11I2X4u4X5 i.. i �T5'1 "8 O.6"4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 D 999 240 F 585 /- /- /86 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.005 A - - D 617 /- /- /94 /11 /- Des Ld: 49.00 EXP:B Kzt:NA _______..____.._._________HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Mean Height:48.92 ft F Br Wid=2.0 Min 1.5 Truss NCBCLL: 0.00 Building Code: Creep Factor:2.0 9 Req (Truss) TCDL:6.0 psf D BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 = Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.555 Bearing F is a rigid surface. RepFac:No Max Web CSI: 0.057 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. pep PROP,, End verticals not exposed to wind pressure. <<G SS, .� �GINFF 'O Additional Notes O 2 19575 Truss must be installed as shown with top chord up. I, This truss is designed to support vertical loads only. 4�0 .-". It has not been designed to support lateral or ws longitudinal forces.Sheathing is required for any OREGON gEfEgg AM".guW`wsRg.,X longitudinal(drag)forces. +n -.1 , V ; All horizontal and vertical diaphragms and con- 'q�j an.20,1990 �P nections shall be designed by the engineer of record 0L D w" NA- Cr ,0.5, and a::«mw:M Renews 6/3012023 cana„mng aancwr*i Engirt..,, **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 TPl and SBCA)fr safetyP practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted Otherwise,top chord shall have iroperly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint o,webs shall have bracinginstalled per BCSI sections 83,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.Refer to job's General Notes page for additional information. 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 rtW CCM., truss in conformance with ANSI/TPI 1, or for handling, shippingq installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPi:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277624 FLAT Ply: 1 Job Number: 0122135 Cast:R 7175 JRefaXef71750002 T155 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1537.25140 Truss Label: IBP6 BFR / GWH 04/04/2022 4'8 4 1104 12 .3%511.5X4 AB CD MG FE 6i7.5X'4%5 A1'3" 2 2 ``*�8 12 4'YO'4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 C 999 240 H 589 I- I- /90 /11 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.008 A - - E 614 /- /- /90 /11 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:50.59 ft — —' HORZ(TL): 0.016 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 H Brg Wid=- Min Req= - TCDL:6.0 psf E BrgWid - Min Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0,109 = Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.523 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.076 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. PROS End verticals not exposed to wind pressure. 5 IN Additional Notes C9 aG �F� OZ 14/ - 19575 Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. ark It has not been designed to support lateral or n longitudinal forces.Sheathing is required for any OREGON nExEFtr<�«irt� �A;.tr�fl"Aa ; longitudinal(drag)forces. All horizontal and vertical diaphragms and con- nections shall be designed by the engineer of record. OLD W. „ a Wan*,f1"8Mn-x,td Asureixuea.lnc. Renews 613072023 Cansuhing EtrwtuN 0,51ucen **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 pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracingper BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord,shall have a properly attachd ngid ceiling.Locations shown for permanent lateral resraint of websshall have bracingq installed per BCSI sectons B3,B7_ or B10, .411164., as applicable. Appl plates to each face 01 truss and position as shown above and on the JoinfDetails, unless noted otherwise. refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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,TW MA'AM' truss in conformance with ANSI/TP! 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enaiineenng responsibility solely-'or 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. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst,orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:277626 FLAT I Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T151 FROM:MG I Qty: 1 Terrace Glen East DrwNo: 094.22.1537.29630 Truss Label: IBP7 BFR / GWH 04/04/2022 8 1'3 8 10'4 118 12 1111.5%4 3X5 AB CD I� Ij 0)11 it HG FE 1111.5X44X5 �i'3' t S12 12 0'8 12 0'4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl LI# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Cc:1.0 VERT(LL): 0.002 C 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 C 999 240 H 589 I- /- /90 /11 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.011 A - - E 614 /- /- /90 /11 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:52.26 ft —__-- — HORZ(TL ) 0.021 A - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 H Brg Wid=- Min Req=- TCDL:6.0 psf E BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.109 = Req=" Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.523 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.102 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 'WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. yet)PROFF End verticals not exposed to wind pressure. tN Additional Notes O.s€ �C' FFiA OZ • 19575 Truss must be installed as shown with top chord up. • �f,�, This truss is designed to support vertical loads only. ( i�l 'a • It has not been designed to support lateral or OEP{NNEO Ain 111 NEYff W MORO PANTY; longitudinal forces.Sheathing is required for any OREGON longitudinal(drag)forces. All horizontal and vertical diaphragms and con- Q� en.20,494- �Q' t�►sections shall be designed by the engineer of record. Nramer AMMn si,4 Aa�staa.I"c. Renews 613012623 C""suN1nq Structural{n9l"eors *'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,handiin shipping,installing and bracing Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (663)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections 03,B7 or B10, /41111/4. as applicable. Apply plates to each face of truss and position as shown above and on the JoinftDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 MIA,Y truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional enaineenng responsibility solelylor the design shown.The suitability and use of this North Building,for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 • SEQN:277628 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 1-124 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1537.32000 Truss Label: IBP8 BFR / GWH 04/04/2022 7�re e 1'074 ('12 IIIi.5X4 z3x5 AS CO e FE • 1117.5x4 =axe 1412 t172'4'S 2 0'9 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.002 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 C 999 240 H 589 /- /- /90 /12 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): -0.014 A - - E 614 /- /- /90 /12 /- Des Ld: 49.00 EXP:B Kzt:NA _ HORZ(TL): 0.028 A - - Wind reactions based on MWFRS Mean Height:53.92 ft BuildingH BrgWid=2.0 Min Req1.5 Truss NCBCLL:0.00 Code: Creep Factor:2.0 = (Truss) TCDL:6.0 psfE Brg Wid=- Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.109 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.523 Bearing H is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.132 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. 4�d PROF End verticals not exposed to wind pressure. ,t4 t 1d . Additional Notes C9G 02 Truss must be installed as shown with top chord up. k7 19575 ,41".* This truss is designed to support vertical loads only. �'. It has not been designed to support lateral or of longitudinal forces.Sheathing is required for any uE EnaEo nuwinuL MEW2YTNdM PMm OREGON longitudinal(drag)forces. � .,/ '� i All horizontal and vertical diaphragms and con- 'Q "4,1.20,I990 Q' nections shall be designed by the engineer of record. RQ L p W K,ame,o 0,.,,SI,t Renews 6130i2e23 ConauM n ng Structural Enginen **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 comelius OR 97113 Component Safety Information,by WI and SBCA)85'r safety practices Prior to performing these functions. Installers shall provide temporary (503)357-2118 bracingpier BCSI.Unless noted otherwise,top chord shall have ropery attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7_ or 810, as applicable. App plates to each face o truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ANSUfPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277648 FLAT Ply: 1 Job Number: 0122135 I Cust:R 7175 JRef:1Xef71750002 T34 FROM:MG City: 1 Terrace Glen East DrwNo: 094.22.1537.34403 Truss Label: IBP9 BFR / GWH 04/04/2022 0'4 12 H 17'8 1'7'8 m 3X5 1111.5X4 A BC LED 1111.5X4 m4X5 r—1'10'4—'i 1 5"12., 1'5"12 `4' 1 "4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 D 999 240 F 585 /- /- /86 /9 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - D 617 I- 1- /94 /10 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.004 A - - Wind reactions based on MWFRS Mean Height:45.44 ft BuildingF Br Wid=2.0 Min Req1.5(Truss) 0.00 TCDL:6.0 psf Code: Creep Factor:2.0 9 = ( ) IBC 2018 Max TC CSI: 0.124 D Brg Wid=- Min Req= - Soffit: 2.00 BCDL:4.2 psf Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.555 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.083 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. k;Qte0 PROP This truss is designed to support vertical loads only. y• C G t N SjO It has not been designed to support lateral or �� rl � 2 longitudinal forces.Sheathing is required for any 19575 longitudinal(drag)forces. /t All horizontal and vertical diaphragms and con- +' nections shall be designed by the engineer of record. '1 MEMO,6.1MIRAL AEnEW YMIAD PARTY{ OREGON 2o,1g9- .t -TOLD wN` '., 'w"'n"'• Coon O"hMn xn"Aa"xixwe.Inc Renews 6/30/2023 con.unina s/.octA.a ens�„oars *"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 SCSI(Building Cornelius OR 97113 ComponentSafety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have propersy 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 53,B7 or B10, /41114 . as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional eng neering responsibility solelylor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPINorth 1 Sec.2. Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 di SEON:277650 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T113 FROM:MG Oty: 1 Terrace Glen East DrwNo: 094.22.1537.36820 Truss Label: IBP10 BFR / GWH 04/04/2022 tV0'4 2'12 17'B I 17'B =,3X5 1111.5X4 A BC .......... 1 11 I r II I, ) F ED IIII.5X4=4X5 �-1'10'4-i 1'5'11 L484" 4'10'4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 D 999 240 F 585 /- /- /86 /9 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.003 A - - D 617 /- /- /94 /10 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.11 ft -HORZ(TL): 0.007 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=2.0 Min Req= 1.5(Truss) TCDL:6.0 psf D Brg Wid=- Min Req Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.555 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.143 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. eer3 PROP& This truss is designed to support vertical loads only. Gj-S ('j 1 N F It has not been designed to support lateral or r1 F� ti longitudinal forces.Sheathing is required for any to 19575 longitudinal(drag)forces. a fit' P All horizontal and vertical diaphragms and con- nections shall be designed by the engineer of record. (t' ` ' OEEERRED SUSSII TuL REV.!(THIRD PARTY) OREGON l eaP .ao -.OLD .1%9- � �.. w.t` ' R,ame,/W Renews 613012023 Conaure,ry Structural Eng3mo= *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fo safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 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 810, /4111‘` as applicable. AppTy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ITA'CC WAVY truss in conformance with ANSIT1 PI 1, or for handling, shipping,.installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:277652 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T114 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1537.39470 Truss Label: IBP11 BFR / GWH 04/04/2022 1,10 4 12 17"818 1T '-"3X5 111.5X4 A BC 1 III ((1Ii gJ 11 II 1 ED IIl2X4^4X5 1'10"4 j 1'S7 1'S"1 4'8 k�io"4 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 D 999 240 F 585 /- /- /86 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.005 A - - D 617 /- /- /94 /11 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.010 A - - Wind reactions based on MWFRS Mean Height:48.78 ft F Br Wid=2.0 Min 1.5 Truss NCBCLL:0.00 Building Code: Creep Factor:2.0 9 Req= (Truss) TCDL:6.0 psf D Brg Wid=- Min Req Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.555 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0,055 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00E3.1108,20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Asa PRO End verticals not exposed to wind pressure. .<<G 'S'Si/ vx01NfF O Additional Notes tu 19575 y Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. y+ It has not been designed to support lateral or • _ longitudinal forces.Sheathingis required for anyoersx a°s°a«nu"egw,lws°°" ' 9 q OREGON W' e longitudinal(drag)forces. 9R on 20,199 4Q* All horizontal and vertical diaphragms and con- nections shall be designed by the engineer of record. OLD vs).N ,; NrymerM�Mn anse atlru".im:. Renews 813012023 consunrrq so-u wr.E[nq�mmrs **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 bracingper BCSI.Unless noted otherwise,top chord shall have propery attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ITN Ci.MVRNv truss in conformance with ANSI/1 PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave 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-DDesigner per ANSIITPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277654 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 7115 FROM:MG Oty: 1 Terrace Glen East DrwNo: 094.22.1537.42033 Truss Label: IBP12 BFR / GWH 04/04/2022 10.4 12 191 17• IU1.5X4 .3X5 A a I F ED lIZX4=4X5 1 15'2 1'S`12 ``4`8 Y'�0'4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 F 585 /- /- /86 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.007 A - - D 617 /- /- /94 /11 /- Des Ld: 49.00 EXP:B Kzt:NA _,_,_- -HORZ(TL): 0.014 A - - Wind reactions based on MWFRS NCBCLL:0.00 Mean Height:50.44 ft Building Code: Creep Factor:2.0 F Brg Wid=2.0 Min Reg= 1.5(Truss) TCDL:6.0 psi D Brg Wid=- Min Req Soffit: 2.00 BCDL•4.2 psf IBC 2018 Max TC CSI: 0.124 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.555 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.077 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. �,�Q PRGFF End verticals not exposed to wind pressure. .<<G Ss, . , , GtNE'F p Additional Notes £,$ • 19575 4u y Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. ( AO � if It has not been designed to support lateral or longitudinal forces.Sheathing is required for any OREGON "£`SUED SUBMITTAL MTN1Rp PARTY) longitudinal(drag)forces. +n ...t • All horizontal and vertical diaphragms and con- 'g4) $n.20,1.1 4 nections shall be designed by the engineer of record. OLD W,N Nramm OWN.Lout ManNzwa.Inc Renews 6/30/2023 Cnn.mtlng so-l<m..l gngint.n: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlingshipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)lei safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of russ and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .0 ITN CCMV*r truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional enaiineenng responsibility solely-for the design shown.The suitability and use of this North Building ,for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 4th Floor For more information see these web sites:Alpine:alpineitw.corn;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEON:260207/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T79 1 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03620 Truss Label: IBP13 / GWH 04/04/2022 3X5 III 1.5X4 A \\\ \ in \ w3X5C 1111.5X4 1'10"4--� 1'10"4 f 1'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefltCSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D 544 /- /- /45 /4 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL). -0.000 B - - C 544 /- /- /45 /4 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.001 B - - Wind reactions based on MWFRS Mean Height:43.13 ft D Br Wid=3.8 Min 1.5 Truss NCBCLL:0.00 Building Code: Creep Factor:2.0 9 Req= (Truss) TCDL:6.0 psf C BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.057 = Req= " Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.549 Bearing D is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.052 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. et) PRopk. GtNf O t? • 19575 y OEFenri!o su"art.ol..BEVeW n"+"g TMTVI OREGON 1A, 8n.20,199- LQ" oLD W.N K, PAM.s Anedaun.5M. Renews 6(30/2023 consus5Fg Stmotural[ngmcon *"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 fabricatingg,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practicespnor to performing these functions. Installers shall provide temporary) (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have grope y attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections 53,B7 or 610, as applicable. AppTy plates to each face of russ and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely-tor the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TP!1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:260209/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T96 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06506 Truss Label: IBP14 / GWH 04/04/2022 3X5 III1.5X4 A B 93 `, \\I _L III C 1.5X4 3X5 1'10"4 110"4 1'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl LJ# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 544 I- /- /45 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - C 544 /- /- /45 /5 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Mean Height:44.80 ft D Br Wid=3.8 Min 1.5 Truss NCBCLL:0.00 Building Code: Creep Factor:2.0 9 Req= (Truss) TCDL:6.0 psf C Br Wid=- Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.060 9 Req= - Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.569 Bearing D is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.031 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.0OB.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. PROpFSS' ,' GtNlr 'O y� 19575 y r 6r ✓' ( if� rt OffER5..b SJHMI(tPt.'...W iTHIRD PANTY) OREGON a _ i�an.20,lge OLD �"Q" 0 W W. Cram.,oa05a vl"A""oclaus..Inc. Renews 6/3 012 0 2 3 Consulting Structural[+pmoan "'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 reiquire extreme care in fabricating,handling shipping,installing n and bracing. Refer to and follow the latest edition of SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)for safetty actices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have roper) 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 B3,87 or B10, /1111111 . as applicable. Ap T plates to each face of truss and position as shown above and on the Joinf-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 ITN COMM, truss in conformance with ANSI/1 PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260211/ FLAT Ply: 1 Job Number: 0122135 Gust:R7175 JRef:1Xef71750002 T99 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.05742 Truss Label: IBP15 / GWH 04/04/2022 3X5 III1.5X4 A B T I V' m •' C i111.5X4 3X5 1'10"4 -� t"........._110"4_. 1'10"4 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 544 I- /- /45 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - C 544 /- /- /45 /5 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:46.46 ft HORZ(TL): 0.003 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 D Brg Wid=3.8 Min Req= 1.5(Truss) TCDL:6.0 psf C BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.060 = Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.569 Bearing D is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.056 Members not listed have forces less than 375# Spacing:24,0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. O 19575 � 9 �� Cjr koro OREGON OFFERNED SUINinAL uw r;xovmn; e QLy @n.20,4ge GQ" .,.-. ..7 "'0L D W.'V Renews G13012023 C"n"",f""'"u"'Afladen.n" Consulting senw,n!enginean **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,handhrtg,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y 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 53,B7 or B10, as applicable. Apply plates to each face ot truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 oAw truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enaiineenng 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 10i For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 \Vitt. SEQN:260213/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T108 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06818 Truss Label: IBP16 / GWH 04/04/2022 -3X5 1111.5X4 A B T.• r111111111ra co 1111.5X4-3X5 1'10"4 1 10"4 1'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc.R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 544 /- /- /45 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - C 544 I- /- /45 /5 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.004 A - - Wind reactions based on MWFRS Mean Height:48.13 ft NCBCLL:0.00 Building Code: Creep Factor:2.0 D Brg Wid=3.8 Min Req= 1.5(Truss) TCDL 6.0 psf C BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0,060 = Req= - Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.569 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.083 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. -ce�0 PROp& GIN <O O • 19575 y 91001 Ark I bra o_ OREGON ♦/J DEFERRED SOBMITTN.§EY£W iTHiIRD NARtt; 0 e 1 "en.20,19- �, 1 Renews 6/3012023 .E ngin t"c Consulting S.M.Frgi,wsrs **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices pnor to performing these functions. Installers shall provide temporary (503)357.2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properrly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 133,B7_ or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positi ons.Refer to jobs General Notes page for additional information. 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/ PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown,The suitabilit and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260215/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 7111 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.05945 Truss Label: 18P17 / GWH 04/04/2022 3X5 1112X4 A B 11 II m rn li III2X41. =3X5 1'10"4 i'10"A Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U !RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 544 /- /- /45 /5 !- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(TL): -0.003 A - - C 544 /- /- /45 /5 /- Des Ld: 49.00 EXP:B Kzt:NA _______ HORZ(TL): 0.006 A - - Wind reactions based on MWFRS Mean Height:49.80 ft D Br Wid=3.8 Min 1.5 Truss NCBCLL:0.00 Building Code: Creep Factor:2.0 9 Req (Truss) TCDL:6.0 psf C BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.060 = Req= Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.569 Bearing D is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:24,0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.032 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HE#2 Bracing (a)Continuous lateral restraint equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. fG�g0 PROPS. Complete drainage required. � Truss must be installed as shown with top chord up. 0� G� E`tr,Q • 19575 'r OREGON 'OU rREus UTT*L REVIEW 011M9 MTVI T "an•20 199b �0LD W.N� Renews 6/30/2023 co".vnmy avil<aw a"yew. **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)fg safety practices pnor to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have prope y 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 E33,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANITwr,A".ANr truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilifjr 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260217/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T116 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.03044 Truss Label: IBP18 / GWH 04/04/2022 e3X5 III2X4 A B r _t t I I1 I I 1 o .Tf it 7.1 i\ I i i111 I 1 11 I " C III 2X4-3X5 0; 1'10"F. 1'10"4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Lop R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Le: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 544 /- /- /45 /6 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 - HORZ(LL): -0.004 A - - C 544 /- /- /45 /6 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:51.46 ft -HORZ(TL): 0.008 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 D Brg Wid=3.8 Min Req= 1.5(Truss) TCDL:6.0 psf C BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.060 = Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.569 Bearing D is a rigid surface. 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:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes 'es PROF Snow loading based on an unobstructed roof. 'e �`S S \Complete drainage required. oj G 1 N � - io Truss must be installed as shown with top chord up. 0 • 19575 � (� 2 a OREGON moodDEEMED SUBMITS..ReyeWmwspsattl $n.20.1999! Q" 0 .«,*„ ''oio w.r- Renews 6/30/2023 aramu GM.sum Assn....Inu Constantly Str.tuS Engine+. **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)357-2119 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y 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 B3,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >4,r,A,Cr,",.r truss in conformance with ANSIfl PI 1, or for handling, shipping,,installation and bracingof trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional enoineenng responsibility solely-or 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277682 FLAT Ply: 1 Job Number: 0122135 Gust:R7175 JRef:1Xef71750002 T61 FROM:MG Oty: 9 Terrace Glen East DrwNo: 094.22.1537.44657 Truss Label: IBP19 BFR / GWH 04/04/2022 3X5. Ili 1.5X4 A rn b \ih \ ........... III 1.5X4 -3X5C 1'10"8- 1'10"8............ 1'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D 545 /- I- /45 /4 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 B - - C 545 I- l- /45 /4 1- EXP:B Kzt:NA Des Ld: 49.00 HORZTL 0.001 B - - Wind reactions based on MWFRS ( ): Mean Height:43.13 ft D Br Wid=- Min Re NCBCLL:0.00 TCDL 6.0 psf Building Code: Creep Factor:2.0 9 q=- Soffit: 2.00 IBC 2018 TC CSI: 0.059 C Brg Wid=- Min Reg=- BCDL: Max4.2 psf Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Sid: 2014 Max BC CSI: 0.556 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.053 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. L 0 PROFFS It has not been designed to support lateral or ( S� longitudinal forces.Sheathing is required for any �5 ‘,4G f N FF 0 longitudinal(drag)forces. ty_- • 19575 '17 All horizontal and vertical diaphragms and con- r• , nections shall be designed by the engineer of record. a OREGON i,ea4eD SJSMit,.NEV,WMYNif,FARM 0 an.20,199� Q" e 9-1 OLD w.N`` Renews 6/30/2023 One,,Gea*na,a Asan,awa.Inc. Consulting Str„cto,O Ynginenn **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary) (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-Tor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor Glenview,IL 60025 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org•SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org SEQN:277684 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 1120 FROM:MG Qty: 9 Terrace Glen East DrwNo: 094.22.1537.47383 Truss Label: IBP20 BFR / GWH 04/04/2022 F,a3X5 III 1.5X4 A B 1\ rn co sr D C 1111.5X4 -3X5 1'10"8 1'10"8 H 1'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 545 /- /- /45 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - C 545 /- /- /45 /5 /- EXP:B Kzt:NA HORZ(TL): 0.001 A - - Wind reactions based on MWFRS Des Ld: 49.00 Mean Height:44.80 ft ( ) NCBCLL:0.00 Building Code: Creep Factor:2.0 D Brg Wid=- Min Req=- TCDL:6.0 psf C Wid - Min Soffit: 2.00 BCDL•4.2 psf IBC 2018 Max TC CSI: 0.061 Brg = Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.576 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.031 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.006.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. PR It has not been designed to support lateral or OF�S longitudinal forces.Sheathing is required for any Gj 1 N i longitudinal(drag)forces. (� �G EFL O All horizontal and vertical diaphragms and con- ki 19575 Itx nections shall be designed by the engineer of record. yr eitik OEFERAEOSACUIRAh.REVAW YNtae AM{YYI OREGON Its 8n.20,199Q Q, gr"mu 4ci.Mn and Aaansiacsa.tnc. Renews 6/30/2023 consulting str;,ceurat Engineers **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,installn and bracing. Refer to and follow the latest edition of SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safe actices priorp to perforing these functions. Installers shall provide temporary (503)357-2116 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 83,87 or B10, as applicable. Apply plates to each face ot truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the >N Mai Q^,MVAAY truss in conformance with ANSI/TPI 1, or for handlingshipping, installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professioal engineering responsibility solely for the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building'Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor Glenview,IL 60025 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org SEQN:277686/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T132 FROM:MG Qty: 9 Terrace Glen East DrwNo: 094.22.0830.07395 Truss Label: IBP21 BFR / GWH 04/04/2022 3X5 III1.5X4 A ................... 11 ,1 \ 1 D c IIi1.5X4 =3X5 1'10"8-j 1'10"8 1'10"8 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 545 /- /- /45 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - C 545 I- /- /46 /5 /- EXP:B Kzt:NA Des Ld: 49.00 — HORZ(TL): 0.003 A - - Wind reactions based on MWFRS Mean Height:46.46 ft D Br Wid Min Re NCBCLL: 0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 9 =- q=- Soffit 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.061 C Brg Wid=- Min Req= - Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.576 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.057 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. pROp This truss has not been designed to transfer lateral or �4.9 fiSA, longitudinal forces.Sheathing or other bracing is required c, N i for any longitudinal(drag)forces.All horizontal and vertical O� 't Et�� O diaphragms and connections shall be designed by the fl/ 19575 engineer of record. r * AM, 0 _ DEFERRED EUBRIITTA4 RE.W MORA P.1,1 OREGON r/ e '4o.2o,09- `.t Ocow.NA � ,.. «rams Gam.»r,a Aaaauaa.tr,t Renews 6l30/2023 canaarong struaaral Enq' `*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 SCSI(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 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y 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 otruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A„I,«fA,,r truss in conformance with ANSIITPI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineenng responsibility solely/or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building esigner per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:277688 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T140 FROM:MG Qty: 9 Terrace Glen East DrwNo: 094.22.1537.50130 Truss Label: IBP22 BFR / GWH 04/04/2022 >3X5 1111.5X4 A e oo o )I D C 11I1.5X4 -3X5 r 1'10"8. 110"8, 1'10"8' Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 8 999 240 D 545 /- /- /46 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - C 545 I- /- /46 /5 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:48.13 ft HORZ(TL): 0.004 A - - Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: Creep Factor:2.0 D Brg Wid=- Min Req= - TCDL:6.0 psf C 8r Wid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.061 g = Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.576 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.084 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. �O PROF It has not been designed to support lateral or R F longitudinal forces.Sheathing is required for any �� 1 N s' longitudinal(drag)forces. 0l�G EFL Oy All horizontal and vertical diaphragms and con- 10 • 19575 y nections shall be designed by the engineer of record. • (eirp-r 1,- UERERREU SUBMITTAL REWEW(THIRD PARCH) OREGON a man.20,1e9. Q" R cow `` Kra GDSI.r and A,.oci.;.,T:, Renews 6130t2023 Cnnaunmg Structural Enginean **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have roper) 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 83,87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A.vm„C,MPAAr truss in conformance with ANSI/TPI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-or the design shown,The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277690 FLAT Ply: 1 Job Number: 0122135 Cost:R7175 JRef:1Xef71750002 T142 FROM:MG Qty: 9 Terrace Glen East DrwNo: 094.22.1537.53080 Truss Label: IBP23 BFR / GWH 04/04/2022 3X5 ii2X4 A 8 II ii I(t\)I rn I I II II II _ I D C iii2X4 =3X5 k1'10"8 110"$ 1'10" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 545 /- /- /46 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.003 A - - C 545 I- 1- /46 /5 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:49.80 ft —"— -HORZ(TL): 0.006 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 D Brg Wid=- Min Req= - TCDL:6.0 psf C Wid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.061 Brg = Req= Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.576 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.033 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. p PROp Complete drainage required. IGR F,SA, Truss must be installed as shown with top chord up. �i t‘G t N FF 101.• This truss is designed to support vertical loads only. 19575 y It has not been designed to support lateral or jr longitudinal forces.Sheathing is required for any / (+�Ii1 longitudinal(drag)forces. 1 ERREG 1,1 s.WMIRAaArrn. All horizontal and vertical diaphragms and con- OREGON nections shall be designed by the engineer of record. 0LDW" Renews 613 012 0 2 3 Canawkag sa.;wmral Engineers '"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 SCSI(Building Comellus OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have proper)y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for ermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,97 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ArvMY Ci.1.11, truss in conformance with ANSI/TPI 1, or for handling, shipping installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional en meo(ing responsibility solely/or the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building'Designer per ANSITTPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 4. SEQN:277692 FLAT I Ply 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T144 FROM:MG Qty: 9 Terrace Glen East DrwNo: 094.22.1538.12863 Truss Label: IBP24 BFR / GWH 04/04/2022 `=3X5 II12X4 A B I II I• II I III IiI II III D C III2X4=3X5 110fs 1'10-t Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefIICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 545 /- I- /46 /6 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 A - - C 545 /- I- /46 /6 I- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:51.46 ft -HORZ(TL): 0.008 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 D Brg Wid=- Min Req= - TCDL:6.0 psf C Brg Wid=- Min Req Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.061 Members not listed have forces less than 375# Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.576 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CS!: 0 045 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. _ep PROF, Complete drainage required. fG S Truss must be installed as shown with top chord up. 0 �5 t‘G t N EF L y This truss is designed to support vertical loads only. 19575 y It has not been designed to support lateral orr ( ' longitudinal forces.Sheathing is required for any / +�In longitudinal(drag)forces. EFERRED suetar t.RE.wiTMORAPJATY; All horizontal and vertical diaphragms and con- OREGON nections shall be designed by the engineer of record. men.20,1992 Q" „,i1 Nr*mer ti"him x,tl A""nelaue�lnc. Renews 6430/2023 Consuning..ca rsi Engmean **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Ins. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. App plates to each face o truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITN CCMVANY truss in conformance with ANSI/TPI 1, or for handling, shipping,.installation_and bracingof trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solelyor the design shown.The suitabilify and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:260243/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T143 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06226 Truss Label: IBP25 / GWH 04/04/2022 3X5 id 1.5X4 A B T \\ rn =3X5 C 1111.5X4 1'9n2 1'9"2 1,9„2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERTU): 0.000 B 999 360 Loc R+ /R- /Rh /Rw I U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D 542 /- 1- /43 /4 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.000 B - - C 542 /- /- /43 /4 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:43.13 ft — HORZ(TL): 0.001 B - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 D Brg Wid=3.5 Min Req= 1.5(Truss) TCDL:6.0 psf C Brg Wid=- Min Req=- Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.051 Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.517 Bearing D is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.047 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. p PROP otNE 'o w0 - 19575 1 9 (i` 4._- Atlir j ^e1 OREGON J geFFna„o suwam.0 awgw.wRO rdam Y,T�v4n,20,09- BCD Kramer gwdedand M.O...Inc, Renews 6130/2023 consumng Structure Engin.. "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Comelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have roper) 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 83,B7 or B10, as applicable. AppTy plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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 bracingof trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professionl engine rring responsibility solelyor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/I-PI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260245/ FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T148 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.05944 Truss Label: IBP26 / GWH 04/04/2022 3X5 III1.5X4 A rn \ 0 0 \` 'v lll.5X4 =3X5 1'9"2 1'9"2 1'9"2 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 542 /- /- /43 /4 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - - C 542 /- /- /43 /4 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:44.80 ft HORZ(TL): 0.001 A - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 D Brg Wid=3.5 Min Req= 1.5(Truss) C Br Wid=- Min Re - Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.054 g q= Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.534 Bearing D is a rigid surface. RepFac:Vanes byLd Case Max Web CSI: 0.030 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. ROA-4. �co G1NEs1s>O • 19575 y OREGON -n! (MAMMY NO S;ISaIrru.Kf w(THIRo aaprv; 7�V*0.20,1g9% `y ., ■ OL D W•N neM Weme,tneen s,s0,e.l'":. Renews 613012023 CovHing Sie oSeel fnpi ms **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING) Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0 Box468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(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 bracin per BCSI.Unless noted otherwise,top chord shall have roper attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown for permanent lateral restraint of websshall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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/-PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitabilit and use of this drawing for any sfructure is the responsibility of the Building-Designer per ANSUTPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10: For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 SEQN:260247/ FLAT Ply: 1 I Job Number: 0122135 Gust:R7175 JRef:1Xef71750002 T139 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02966 Truss Label: 18P27 / GWH 04/04/2022 =3X5 I!11.5X4 A CD 1111.5X4 E3X5 r 1'9"2 1'9"2 r..... 1;92-{ Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 542 I- /- /43 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.001 A - C 542 /- /- /43 /5 /- EXP:B Kzt:NA )Des Ld: 49.00 0.003 A - Wind reactions based on MWFRS — -- HORZ TL( NCBCLL:0.00 Mean Height:46.46 ft Creep D BrgWid=3.5 Min Req1.5 Truss TCDL 6.0 psf BuildingCode: Factor:2.0 = (Truss) Soffit: 2.00 BCDL•4.2 psf IBC 2018 Max TC CSI: 0.054 C Brg Wid=- Min Req=- Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.534 Bearing D is a rigid surface. MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case .,Max Web CSI: 0.053 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE .VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. Complete drainage required. Truss must be installed as shown with top chord up. PROFESS' ey G1t4' . 'O .LJ 19575 � y Adif" r . I OREGON DEFERRED s.,.,uE *aN4N ,.. 4e �P n.20,1g9� IA. 'on. D W•N °#M., " ,n',: +' kiAnlar 0411Wn and Maaeiawa.trn:. Renews 6/30/2023 emu's so-whim s,w"aa.. *"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,installn and bracing. Refer to and follow the latest edition of SCSI(BuildingCornelius OR 97113 ComponentSafety Information,by TPI and SBCA)f 'r safety rractices prior to perforing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have ropers attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildingg.�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN lr,/COMM,' truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely'tor the design shown.The suitability and use of this 8801 Suite 107 drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 1a Folsom C Blvd.,Sul For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orp SEQN:260249/ FLAT I Ply: 1 Job Number: 0122135 Gust R 7175 JRef:1Xef71750002 T152 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06289 Truss Label: IBP28 / GWH 04/04/2022 3X5 1/1.5X4 A B m �1 III I dmmakt • 1111.5X4='3X5 1'9"2-j 1'9"2 1'9"2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Oefl!CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 542 /- /- /43 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - C 542 I- /- /43 /5 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:48.13 ft HORZ(TL): 0.004 A - - Wind reactions based on MWFRS NCBCLL: 0.00 Building Code: Creep Factor;2.0 D Brg Wid=3.5 Min Req= 1.5(Truss) TCDL:6.0 psf C BrgWid - Min Soffit: 2.00 BCDL•4.2 psf IBC 2018 Max TC CSI: 0.054 = Req= p Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.534 Members not listed have forces less than 375# Spacing:24,0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.079 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof, Complete drainage required. Truss must be installed as shown with top chord up. •cCc'S PRop.. •;'J a GtN�� O 19575 9 disk APF OREGON OEFERXEDsu. 4 e :.w MORD figini `°n.20,1g9"�R 4*OL D W•�� ,... Renews 6/30/2023 wane,siw,inn snn n",nus,~a.inc. CensuMng Str cNrni engine . **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 SCSI(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 bracingper BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to lob's General Notes page for additional information. Alpine,a division of ITV/Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the .q,Tyy(nu., truss in conformance with ANSI/TP! 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitabilit 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 these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Sacramento,CA 95826 SEQN:260251/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T146 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.06757 Truss Label: IBP29 / GWH 04/04/2022 3X5 Iff2X4 A B I\ I.I II II 1 1112X4=3X5 I- ,'1'g.zl s-2 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udell U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1,00 VERT(CL): 0.001 B 999 240 D 542 /- I- /43 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.003 A - - C 542 /- /- /43 /5 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.006 A - - Wind reactions based on MWFRS Mean Height:49.80 ft D BrgWid=3.5 Min Req1.5 Truss NCBCLL:0.00 TCDL 6.0 psf Building Code: Creep Factor:2.0 = (Truss) IBC 2018 Max CSI: 0.054 C Brg Wid=- Min Req= - Soffit: ax 2.00 BCDL:4.2 psfBearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.534 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.031 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. V�.EC1 PROFS Complete drainage required. �'� tN Si Truss must be installed as shown with top chord up. C2` a 19575E � O� 110 40 2 ail OREGON r/ r.o enmEOSUB,tTA...sew Ywao PARIT ea.20,tg4b 4,11r. Renews 6/30/2023 'Consulting •sn wuaR "'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2116 bracing per BCSI.Unless noted otherwise,top chord shall have propely attached structural sheathing and bottom chord shall have a pr4Perly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, ,411164.. as applicable. AppTy plates to each face of truss and position as shown above and on the JoinFDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the vm�;oM AtiY truss in conformance with ANSI/TPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page listing this drawing indicates acceptance of professional enoiineering responsibility solely-Tor the design shown.The suitability and use of fhis drawing for any sfructure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10T For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Sacramento,CA 95826 SEQN:260253/ FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 1150 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02388 Truss Label: IBP30 / GWH 04/04/2022 3X5 1112X4 A B T' 1 11 i1 11 11 I11 �v i 1 11 Ili 1i II 11 1112X43X5 1'9" �.....1'9" Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 542 I- /- /43 /5 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 A - - C 542 I- /- /43 /5 /- EXP:B Kit:NA Des Ld: 49.00 Mean Height:51.46 ft HORZ(TL): 0.008 A - - Wind reactions based on MWFRS NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 D Brg Wid=3.5 Min Req= 1.5(Truss) C BrgWid=- Min Re Soffit: 2.00 BCDL•4.2 psf IBC 2018 Max TC CSI: 0.054 q= - Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.534 Bearing D is a rigid surface. RepFac:Varies byLd Case Max Web CSI: 0.042 Members not listed have forces less than 375# Spacing:24.0" CSC Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Snow loading based on an unobstructed roof. FLEA PROFF Complete drainage required. C� Truss must be installed as shown with top chord up. 19575 O� 11g►'4 OREGON °MAA osuee,nn=.REVKwMOeov.wrn .1 en.20,194 Renews 6/30/2023 ..>M Kismet ii.nxn slut n.aouauNa. Consulting Structural fng3u¢*rs **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 SCSI(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 bracingper BCSI.Unless noted otherwise,top chord shall have properlyattached structural sheathing and bottom chord shall have a properly attachd ngid ceiling.Locations shown for permanent lateral resraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,r truss in conformance with ANSI/TP! 1, or for handling, shipping, installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10- For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.org Sacramento,CA 95826 SEQN:277715 FLAT i Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T39 FROM:MG 1 Qty: 1 Terrace Glen East DrwNo: 094.22.1538.15687 Truss Label: IBP31 BFR / GWH 04/04/2022 u 12 122 1,2"2{ =3X51111.5X4 A BC i'J III 1.5X4 4X5 F 1'0' 10'� �48 Y'4"14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 D 633 240 F 563 /- /- /64 17 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - D 603 /- /- /73 /8 /- - EXP:B Kzt:NA Des Ld: 49.00 Mean Height:45.59 ft HORZ(TL): 0.004 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=1.5 Min Req= 1.5(Truss) TCDL:6.0 psf D BrgWid - Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 = Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.388 Bearing F is a rigid surface. RepFac:No Max Web CSI: 0.067 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping IC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes ` Truss must be installed as shown with top chord up. \ 11�GO PIZOF-StS This truss is designed to support vertical loads only. �5 �OlNE' iO It has not been designed to support lateral or O 19575 41 9 longitudinal forces.Sheathing is required for any �" longitudinal(drag)forces. /' All horizontal and vertical diaphragms and con- •�/lea ,.., AP nections shall be designed by the engineer of record. OREGON or:e4aas;r.r,K."*rxsvMwaovnarv; 'of" en.20,1g-_ Q" Renews 6/30/2023 'Co"s""i"s so-"ca"""`Dina""I",u A [nm"e"".' ic. .� a" **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components at 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 SCSI(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 bracingper BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachd rigid ceiling.Locations shown forpermanent lateral resraint of webs shall have bracinginstalled per BCSI sections B3,B7 or 810, as applicable. Appl plates to each face of russ and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the A„ u,COMPANY truss in conformance with ANSI/TPI 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawi „ n or cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.org;AWC:awc.orq Glenview,IL 60025 SEQN:277721 FLAT 1 Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T62 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094-22.1538.18117 Truss Label: IBP32 BFR / GWH 04/04/2022 4 12 r2 !'1'z III 1.5X4 .-3X5 A BC II F ED 1111.5X4 '4X5 A. 1'4'14 1'e' 4'74 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in Ioc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT LL: 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 D 633 240 F 563 /- /- /64 /7 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 B - - D 603 /- /- /73 /8 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.26 ft HORZ(TL): 0.007 B - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=1.5 Min Req= 1.5(Truss) TCDL:6.0 psf D Br Wid=- Min Re Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 g q= - TPI Std: 2014 Max BC CSI: 0.388 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.115 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21-02-OOB.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. 'S,.i).>GO PROpFSS This truss is designed to support vertical loads only. �5 , G I N E /O It has not been designed to support lateral or O • 1957541 9 longitudinal forces.Sheathing is required for any A r.. longitudinal(drag)forces. Atilr' All horizontal and vertical diaphragms and con- 0 nections shall be designed by the engineer of record. r OREGON v.,.,DEFERRED<u:r.u.a wMEaon..Rrr. `en.20,lee' Q .*.-.x o -0LD W•Ns" , Renews 6/30t2023 v.»x:Kramer S.M..End/two:,..Inc. Cnnau"inp Etficturel Emmnnnn **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 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 ofwebs shall have bracing installed per BCSI sections B3,B7 or B10, �. as applicable. Apply plates to each face opositionl truss and as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MS truss in conformance with ANSITTPt 1, or for handling, shipping, installation and bracingof trusses. A seal on this drawi M n or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277719 FLAT Ply: 1 Job Number: 0122135 Cust:R7175 JRef:1Xef71750002 T75 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.20607 Truss Label: IBP33 BFR / GWH 04/04/2022 12 1,rz•2.2 11504 -sX6 A 6C lfl b s) F ED 112X4 -4XS '4"14 1'0�8 Mt'0 •14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 D 633 240 F 563 /- /- /64 /7 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.005 A - - D 603 /- 1- 173 /8 /- EXP:B Kzt:NA TL HORZ 0.010 A - - Wind reactions based on MWFRS Des Ld: 49.00 Mean Height:48.92 ft ( ): NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=1.5 Min Req= 1.5(Truss) TCDL:6.0 psf D Brg Wid=- Min Req Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 Bearing F is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.388 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.044 Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): .............................................................................. Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. O PROp„ End verticals not exposed to wind pressure. S� 0�5 aG I N EF OZ Additional Notes 19575 7 Truss must be installed as shown with top chord up. rAO' This truss is designed to support vertical loads only. It has not been designed to support lateral or longitudinal forces.Sheathing is required for any OREGONOUERREDy° ."""F w'""°°^"^' longitudinal(drag)forces. Q en. 20 M1ge� All horizontal and vertical diaphragms and con- nections shall be designed by the engineer of record. -0L D W,N' t(,*rrof 4"hbm anR Aa"nclaua. Renews 6130/2023 Gans.i,g Str cturai Engi"curs **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,installn and bracing. Refer to and follow the latest edition of SCSI(BuildingCornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety actices prior to perforing these functions. Installers shall provide temporary (s03)367-2119 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracinginstalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of russ and position as shown above and on the JointDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. 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,pCi AnVaNv truss in conformance with ANSI/?PI 1, or for handling shipping installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing,indicates acceptance of professional en_me 'ring responsibility solely-tor the design shown.The suitability and use of this North Building ,for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. 4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277723 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1xef71750002 T117 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.23273 Truss Label: IBP34 BFR / GWH 04/04/2022 vi.4 2 frig .axs Xd A BC II g iai I F ED 1i2X4 "4X5 P"1; 1'0Y'e H101/ "14 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc .R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 F 563 I- /- /64 /8 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.007 A - - D 603 /- /- f73 /9 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.014 A - - Wind reactions based on MWFRS Mean Height:50.59 ft F BrgWid=1.5 Min Req1.5(Truss) NCBCLL:0.00 TCDL:6.0 psf Building Code: Creep Factor:2.0 = Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 D Brg Wid=- Min Req= - Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.388 Bearing F is a rigid surface. RepFac:No Max Web CSI: 0.061 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. �REp PRpp., End verticals not exposed to wind pressure. ( S> ��5 aGINFF o Additional Notes 19575 9 Truss must be installed as shown with top chord up. ,,,���r...rrr���tttr, (. This truss is designed to support vertical loads only. ern f +• It has not been designed to support lateral or longitudinal forces.Sheathing is required for any OREGON OUERRsosuau'r.AGsevswMIMI>P.M; longitudinal(drag)forces. 9 „4o ze 1 S9� Q All horizontal and vertical diaphragms and con- nections shall be designed by the engineer of record. 'OLD W•N� Renews 613012023 :,.<.•'w.,,w r..as.,.,,4 Aa Engl rnc. Consulting Structural�ng�nsan **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(Building Comehus OR 97113 Component Safety Information,by TPI and SBCA)f safety practices prior to performing these functions. Installers shall provide temporary (603)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have roped attached structural sheathing and bottom chord shall have a properly attached n id ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. App plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to jobs General Notes page for additional information. Alpine,a division of ITW Buildingg.Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AumxcoxwAnv truss in conformance with ANSI/-PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely'tor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor jFor more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.orq Glenview,IL 60025 SEQN:277725 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T159 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.25753 Truss Label: IBP35 BFR I GWH 04/04/2022 4 { 12 1 7'2 0 1.5%4 -3X5 A 8C I� Cs) F EO 1112E4 4%5 1511 t'0 H1' t4 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pt:10.5 Ce:1.0 VERT LL: 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.002 B 999 240 F 563 /- /- /64 /8 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.010 A - - D 603 /- /- /73 /9 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:52.26 ft HORZ(TL): 0.019 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=1.5 Min Req= 1.5(Truss) TCDL:6.0 psf D BrgWid=- Min Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.066 Req=- Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.388 Bearing F is a rigid surface. RepFac:No Max Web CSI: 0.082 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FTIRT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. ���p PROp&s End verticals not exposed to wind pressure. a( G�5 ,GtNEF 02 Additional Notes 19575 y Truss must be installed as shown with top chord up. rr, This truss is designed to support vertical loads only. 11*w +4 Air It has not been designed to support lateral or longitudinal forces.Sheathing is required for any OREGON DEFERRED SVRIVITIV.. REVIEW'""°**TMt longitudinal(drag)forces. Q „en 20,19e� Q" ° All horizontal and vertical diaphragms and con- nections shall be designed by the engineer of record. 'Ol D W.N- Kran er SehMn mut Aaaeuawa.to. Renews 613012923 censuhiny S.1.1r21 Engh,care **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.Sox 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of SCSI(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 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 610, /411111 . as applicable. Apply plates to each face o7 truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to ALPINE* drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solelylor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 �,.u . . ...s•ua. tNiA4akMlMiaNF4l2txtfit4311uitnni.,. SEQN:277729 FLAT Ply: 1 Job Number 0122135 Gust:R 7175 JRef:1 Xef71750002 T166 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.28117 Truss Label: IBP36 BFR / GWH 04/04/2022 10"4 i--t,5.1�. a 4" =3X5 1111.5X4 A C l.9111111111111r1 l \ � , Ill lia ' FE 0 IM.5X4 013X5 I—1'10"4-.i 1'10"1 T8 4 12 'i12 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in Ioc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 F 999 240 F 593 /- /- /94 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.002 A - - D 585 I- I- /86 /9 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:45.85 ft HORZ(TL): 0.005 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=- Min Req= - TCDL:6.0 psf D Wid=2.0 Min 1.5 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 Brg Req= (Truss) Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearing D is a rigid surface. RepFac:No Max Web CSI: 0.096 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Puriins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. 4-°'O f ROpSS,c, This truss is designed to support vertical loads only. ,� aG IN EF 'O It has not been designed to support lateral or toO 19575 -p longitudinal forces.Sheathing is required for any f, longitudinal(drag)forces. �+ All horizontal and vertical diaphragms and con- (d'ltA�"40 ,.• nections shall be designed by the engineer of record. OREGON o££nu£o SAlEMATTA.REV,EW THIRD PARTY, '� en.20,199b Q'" A. D w.'�`` ,;N Renews 6/30/2023 w rrn,Oath.and naaew,as lac CentunIng Structural£agin"en **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 SCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ngid ceiling.Locations shown for permanent lateral restraint of webs shall have bracinginstalled per BCSI sections$3,B7_ or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,n„C,, ,a,;y truss in conformance with ANSITTPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawi ,,v ngg or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely/or the design shown.The suitability and use of this drawing for any sfr'ucture is the responsibility of the Building-Designer per ANSIITPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 n___ tee _e 1ne SEQN:277731 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T168 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.30483 Truss Label: 18P37 BFR / GWH 04/04/2022 104 1'S"1 =3X5 1111.5X4 AS C I r'E o 1111,5X4 1113X5 1'10"4 1T8 1'10"4 i12 12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Detl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 F 999 240 F 593 /- /- /94 /10 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.004 A - - D 585 /- I- /86 /9 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:47.52 ft ��__. HORZ )(TL: 0.008 A - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=- Min Req=- TCDL:6.0 psf D BrgWid=2.0 Min Req1.5 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 = (Truss) Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearing D is a rigid surface. RepFac:No Max Web CSI: 0.160 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud: Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Additional Notes Truss must be installed as shown with top chord up. ,s t PROFESS This truss is designed to support vertical loads only. �5 aG It has not been designed to support lateral or L, 19575 longitudinal forces.Sheathing is required for any longitudinal(drag)forces. All horizontal and vertical diaphragms and con- (SL nections shall be designed by the engineer of record. OREGON Orff MEGS;MMITTu.auwW,,"marucn, wet, $n.20,1g9 *ft. 7 COL D W. Renews 6/30/2023 contxt,g 8b.,w,,f p"91,wan **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 SCSI(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 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.Refer to job's General Notes page for additional information. 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 C„uVAN.Y truss in conformance with ANSI/?PI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional englneenng responsibility solely-for the design shown.The suitabilityand use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277733 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T169 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.33003 Truss Label: IBP38 BFR / GWH 04/04/2022 1t1'S•a14 4e =3X5 1112X4 AB C I\ it I V 1� i Ii I ii \� FE D 1111.5Xa t113X5 ,1'10'4 rra 11 232 12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc LJdefl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): -0.002 F 999 240 F 593 /- /- /94 /11 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): -0.006 A - - D 585 /- /- /86 /10 /- EXP:B Kzt:NA Des Ld: 49.00 Mean Height:49.19 ft HORZ(TL): 0.012 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=- Min Req=- TCDL:6.0 psf D Br Wid=2.0 Min Req1.5 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 g = (Truss) Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearing D is a rigid surface. RepFac:No Max Web CSI: 0.060 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. PROFASS End verticals not exposed to wind pressure. ,Se i Additional Notes c?" �C'tNFF� OZ Truss must be installed as shown with top chord up. 19675 yr This truss is designed to support vertical loads only. r, AO' It has not been designed to support lateral or z� longitudinal forces.Sheathing is required for any ! E FftRE6Ril Mgtta.k £W TM A OREGON longitudinal(drag)forces. e All horizontal and vertical diaphragms and con- "9R an.20,1g-- �Q' nections shall be designed by the engineer of record. 01.0 W.*�► ,.wa✓K mat G.S.011.11 AsxnGsue".ins Renews 6/30/2023 canamxng se=5=i Engine.: **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)t safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appl plates to each face o7 truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN m•a,Aev truss in conformance with ANSI,i PI 1, or for handling shipping,,installation and bracing of trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engineering responsibility solely-for the design shown.The suitability and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277735 FLAT Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T170 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.35513 Truss Label: IBP39 BFR / GWH 04/04/2022 I i'10"4 1s•)2 14t8 48 ""3X5 III2X4 AB C I II II II FE D 11.5X4 Y3X5 ArE10• 17" I'1'104 "12 12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg.Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.001 B 999 360 Loc_R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 F 593 I- /- /94 /11 /- BCDL: 10.00 Risk Category:11 Snow Duration:1-.15 HORZ(LL): -0.008 A - - D 585 /- /- /86 /10 /- Des Ld: 49.00 EXP:B Kzt:NA Mean Height:50.85 ft HORZ(TL): 0.017 A - - Wind reactions based on MWFRS NCBCLL:0.00 Building Code: Creep Factor:2.0 F Brg Wid=- Min Req=- TCDL:6.0 psf D BrgWid=2.0 Min Req1.5 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 = (Truss) Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearing D is a rigid surface. Spacing:48.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.083 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.00B.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Pet) ROF End verticals not exposed to wind pressure. i Additional Notes c?" NG t N py Le 19575 p Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. r �� It has not been designed to support lateral or (4'4 'ai longitudinal forces.Sheathing is required for any ! DEFERRED..61111,u.REVSEW tTMian vu TM, OREGON longitudinal(drag)forces. All horizontal and vertical diaphragms and con- IA, "®n.20,1990 4.14r. nections shall be designed by the engineer of record. 0 Kramer 1 and Maocistaa.1 . Renews 6130/2023 can.Uxi"q so-lnu..f["�"e*n **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Cornelius OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have prope attached structural sheathing and bottom chord shall have a proprly attached rigid ceiling.Locations shown forpermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. App plates to each face of russ and position as shown above and on the JointfDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for sandard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN IN,Ci.VAFY truss in conformance with ANSI PI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page 155 Harlem Ave listing this drawing indicates acceptance of professional eng neenng responsibility solely for the design shown.The suitabilif e and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPI 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alpineitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 SEQN:277737 FLAT Ply: 1 Job Number: 0122135 Gust:R 7175 JRef:1Xef71750002 T171 FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.1538.38040 Truss Label: IBP40 BFR / GWH 04/04/2022 r1•4 ��F1.5•z .3x5 a2xa A13 C it F E�'D 111.5X4 In3xs rwv rr 1'1 4 2 12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria •Maximum Reactions(Ibs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:15.0 Ct:1.0 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: 98 mph Pf:10.5 Ce:1.0 VERT(LL): 0.002 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.003 B 999 240 F 593 /- /- /94 /12 /- BCDL: 10.00 Risk Category:)I Snow Duration:1.15 HORZ(LL): -0.011 A - - D 585 /- /- /86 /11 /- Des Ld: 49.00 EXP:B Kzt:NA HORZ(TL): 0.022 A - - Wind reactions based on MWFRS Mean Height:52.52 ft F Br W id=- Min Re NCBCLL:0.00 Building Code: Creep Factor:2.0 9 q= - TCDL:6.0 psf D Br Wid=2.0 Min 1.5 Truss Soffit: 2.00 BCDL:4.2 psf IBC 2018 Max TC CSI: 0.124 9 Req= (Truss) Load Duration:1.15 MWFRS Parallel Dist:h/2 to h TPI Std: 2014 Max BC CSI: 0.556 Bearing D is a rigid surface. RepFac:No Max Web CSI: 0.111 Members not listed have forces less than 375# Spacing:48.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:4(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:21.02.0OB.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4 HF#2 Bracing (a)Continuous lateral restraint,equally spaced on member. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. Purlins In lieu of structural panels use purlins to brace all sloping TC @ 24"oc;all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. �p PROF End verticals not exposed to wind pressure. �`rS i Additional Notes C., �G 1 N FF,Q 02 Truss must be installed as shown with top chord up. � 1s 75 yf This truss is designed to support vertical loads only. AR( , / It has not been designed to support lateral or I AUEMEU SWIA1117.REV:EW M.15 PARTY; longitudinal forces.Sheathing is required for any OREGON longitudinal(drag)forces. .� All horizontal and vertical diaphragms and con- "y an.Y0,jaei nections shall be designed by the engineer of record. 'OLD W A— „ N,an,r swxnn um A.m...In,- Renews 6/30/2023 cunaumng Engu ,, '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 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 JoiniDetails, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. Alpine,a division of ITW Building,Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANIT,CiAMANY truss in conformance with ANSIT1 PI 1, or for handling shippinginstallation and bracingof trusses. A seal on this drawingor cover page 155 Harlem Ave listing this drawing indicates acceptance of professional engmenng responsibility solelylor the design shown.The suitabilit and use of this drawing for any structure is the responsibility of the Building-Designer per ANSI/TPt 1 Sec.2. North Building,4th Floor For more information see these web sites:Alpine:alp)neitw.com;TPI:tpinst.org;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Glenview,IL 60025 .f+ NftlxuItulNSNtxAa[uult{rlxAxbusASAiiilWiYLii3NNiiiitNfNNNUilit lilt..aM.saaafuaauu.uuuu(usauifNtNUststat u1.441,4WiMiliWkitti kidati.olla ie.. SEQN:260290/ HIP_ Ply: 1 Job Number: 0122135 Cust:R 7175 JRef:1Xef71750002 T90 / FROM:MG Qty: 1 Terrace Glen East DrwNo: 094.22.0830.02343 Truss Label: FG / GWH 04/04/2022 7'5.14 14'11'12 ....._............................................r5"id....._.."'--.. .... I T5'14 I I—1'6'2-±--2'--I —..4E5 (ns) // '' / \\.. /• \. 137 // \\.. // AU / \\ A/ \ I =3X5(D1) W 3x5(D1) 1 14'11'12 14'11'12 14'11"12 Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria •Maximum Reactions(Ibs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:15.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 14.00 Speed: NA mph Pt 10.5 Ce: - VERT(LL): 0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT CL: 0.005 I 999 240 BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL): 0.000 - - - A Brg Wid=179 Min Req=- Des Ld: 49.00 EXP:NA Kzt:NA _..__..._..................HORZ(TL): 0.003 I - - Bearing A is a rigid surface. Mean Height:NA ft NCBCLL:0.00 TCDL:NA psf Building Code: Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf IBC 2018 Max TC CSI: 0.141 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.422 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.010 Loc.from endwall:NA FT/RT:4(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:21.02.008.1108.20 Lumber Top chord 2x4 DF-L#2 Bot chord 2x4 DF-L#2 Webs 2x4:HF Standard+HF Stud:M4 2x4 HF#2; Plating Notes All plates are 1.5X4 except as noted. Loading Truss checked for 500#dead movable load along Bottom Chord,non-concurrent with any other live loads. ,� GtNF �O 19575 � p i 4Am 1Aj_" j{/�P T DEFERRED SURWTTA[.REVSW nMIRU PARTY{ OREGON t 80.20.1ss" "Y ,P LLD W.� Mr"m"r 9P1,1AP u14 A"....Inc Renews 6130(2023 csrt=5=9 atnww..i Fngi=. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Com onents of Or Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricatingg,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Cornelius OR 97113 Component Safety Information,byTPI and'SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n id 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 o1 truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Refer to job's General Notes page for additional information. ALPINE' Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the 01 MYMINPAAV truss in conformance with ANSUTPI 1, or for handling, shipping,,installation and bracing of trusses. A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibilitysolely-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 these web sites:Alpine:alpineitw.com;TPI:tpinst.orq;SBCA:sbcacomponents.com;ICC:iccsafe.orq;AWC:awc.org Sacramento,CA 95826 Gable Stud Reinforcement Detail ASCE 7-161 200 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 180 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or' 180 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 160 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (I) 1x4 'L' Brace Al (1) 2x4 'L' Brace * (2) 2x4 'L' Brace *Ill (1) 2x6 'L' Brace * (2) 2x6 'L' Brace NM Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al S r #1 / #2 3' 1" 5' 2' 5' 5' 6' 3' 6' 6' 7' 5' 7' 9' 9' 10' 10' 2' 11' 8' 12' 0' Spruce-Pine-Fir Hem-Fir S P r #3 #1 / #2 Standard #2 Stud 2' 11' 4' 2' 4' 5' 5' 7' 6' 0' 7' 4' 7' 8' 8' 9' 9' 4' 11' 6' 12' 0' Q� U #3 Stud #3 Standard Stud 2' 11' 4' 2' 4' 5' 5' 7' 5' 11' 7' 4' 7' 8' 8' 8' 9' 4' 11' 6' 12' 0' Standard 2` 9' 3' 7' 3' 10' 4' 9' 5' 1' 6' 6' 6' 11' 7' 6' 8' 0' 10' 2' 10' 11' Douglas Fir-Larch Southern Pinew*N #1 3' 3' 5' 3' 5' 7' 6' 4' 6' 7' 7' 6' 7' 10' 9' 11' 10' 4' 11' 9' 12' 0' #3 #3 _J S P #2 3' 1' 4' 9' 5' 1' 6' 3' 6' 6' 7' 5' 7' 9' 9' 10' 10' 2' 11' 8' 12' 0' Stud Stan #3 3' 0' 3' 9' 4' 0' 5' 0' 5' 4' 6' 9' 7' 3' 7' 10' 8' 5' 10' 8' 11' 5' Standard Standard d Cu D P L Stud 3' 0' 3' 9' 4' 0' 5' 0' 5' 4' 6' 9' 7' 3' 7' 10' 8' 5' 10' 8' 11' 5' Standard 2' 7' 3' 4' 3' 6' 4' 5' 4' 9' 6' 0' 6' 5' 7' 0' 7' 5' 9' 5' 10' 2' Group Bt U #1 / #2 3' 7' 6' 1' 6' 3' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' 11' 8' 12' 0' 12' 0' Hen-Fir "P _ S P F #3 3' 5° 5' 1' 6' 3' 6' 10' 7' 4' 8' 5' 8' 9' 10' 9' 11' 6' 12' 0' 12' 0' #1 & Btr #1 L U i III Stud 3' 5' 5' 1' 5' 5' 6' 10' 7' 3' 8' 5' 8' 9' 10' 8' 11' 5' 12' 0' 12' 0' 11 O f l f Standard 3' 4' 4' 5' 5' 9' 5' 10' 6' 3' 7' 11' 8' 6' 9' 2' 9' 10' 12' 0' 12' 0' Douglas Fir-Larch Southern Pine*** S P #2 3' 7' , 5' 10' 6' 2' 7' 2' 7' 5' 8' 6' 8' 10' 11' 3' 11' 8' 12' 0' 12' 0' #2 #2 #3 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 10' 9' 8' 10' 4' 12' 0' 12' 0' CI) D L Stud 3' 6' 4' 7' 4' 11' 6' 2' 6' 7" 8' 4' 8' 10' 9' 8" 10' 4' 12' 0' 12' p' 1x4 Braces shalt be SRB (Stress Rated Board), wwwFor 1x4 So. Pine use only Industrial 55 or Standard 3' l' 4' 1' 4' 4' 5' 5' 5' 10' 7' 4" 7' 11' 8' 6' 9' 2' 11' 7' 12' 0' Industrial 45 Stress-Rated Boards. Group B _Q r #1 / #2 3' 11' 6' 8" 6' 11' 7' 10' 8' 2' 8' 6" 9' 9' 12' 0' 12' 0' 12' 0' 12' 0' values nay be used with these grades. d S P r #3 3' 9' 5' 11' 6' 4' 7' 9' 8' 1' 9' 3' 9' 8' 12' 0' 12' 0' 12' 0' 12' 0' Gable Truss Detail Notes; C2 U H F Stud 3' 9' 5' 11' 6' 3' 7' 9' 8' 1' 9' 3' 9' 8' 12' 0' 12' 0' 12' 0' 12' 0' Wind Load deflection criterion Is L/240. OI I Standard 3' 9' 5' 1' 5' 5' 6' 9' 7' 3' 9' 2' 9' 8' 10' 7' 11' 4' 12' 0' 12' 0' Provide uplift connections for 225 plf over X #1 4' 1' 6' 9' 7' 0' 8' 0' 8' 3' 9' 6' 9' 10' 12' 0' 12' 0' 12' 0' 12' 0' continuous bearing (5 psf TC Dead Load). d S P #2 3' 11' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 9' 12' 0' 12' 0' 12' 0" 12' 0' Gable end supports load from 4' 0' outlookers #3 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 4' 9' 8' 11' 1' 11' 11' 12' 0' 12' 0' with 2' 0' overhang, or 12' plywood overhang. aj D F L Stud 3' 10' 5' 4' 5' 8' 7' 1' 7' 7' 9' 4' 9' 8' 11' 1' 11' 11' 12' 0' 12' 0' Standard 3' 7' 4' 8" 5' 0' 6' 3' 6' 8' 8' 6' 9' 1' 9` 10' 10' 6' 12' 0' 12' 0' Syron r Attach 'L' braces with 10d (0.128'x3,0' min) nails. About rt. able Truss )1( For (1) 'L' brace, space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, - **For (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' 'L' bracing must be a minimum of 80% of web brace is used. Connect member length. diagonal brace for 975# at each end. Max web 'L' Brace End Gable Vertical Plate Sizes total length is 12'. Zones, typ. Vertical Length No Splice 2x6 Less than 4' 0' 3X4 better diagonGreater than 4' 0', but 4X4 brace g less than 6' D' Vertical length shown ! sin toIn table above. or double cut/IF_L *2o] (as shown) at 1'�..L__ tI n + Refer to common truss design for upper end. ii L 0 a i T� U peak, splice, and heel plates. / / / / continuous /Bearing / / / / Ref er to the BuildingDesigner for conditions Connect diagonal at 9 midpoint of vertical web. Refer to chart above for m. .a, k.•' al length. a a not addressed by this detail. VARt8NGl READ RD FOLLOW ALL!CITES ON DRAWING '<�, SS ■sDPQITANTa FURNISH THIS BRAVING TO ALL C ITRACTIRS INCLUDING THE INSTALLERS. �5 �,1NE. �a REF ASCE7-16—GAB20030 Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and �`i1 '1'. ae+eae=n suaui,,n;.rswcw m ,.nr.eta c ? follow the latest edition of KM(Building Component Safety Information,by TPI and SBCA)for safety 19576 ,«..�. DATE 01/26/2018 practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. �r Unless noted otherwise,top chord shall have property attached structural lateral and bottom chord ' DRWG A20030ENC160118 shall have a properly attached nand telling. Locations shown for pernnnent lateral restraint of webs I�,�a���r',�,� _ shall have bracing asetl per SI sections 83,B7 or BID,as unlessbno Apply plates to each face ♦J�WP+ :/�i ALPINE of truss and position orrn above andlon the Jointon Details, noted otherwise. Kramer o, s � m� Refer to drawings 160A-2 for standard plate positions. c m ssu. adFwm..,,. Alpine,a division of ITV Building Components Group Inc. shall not be responsible for any_ deviation from OREGON this drawing,any failure to build the truss In conformance with ANSI/TPI I,or for handeng,shipping, v 0 At.ITVVCC.MPA'JY installation L bracing of trusses. '9� en.20,198 �P MAX. TOT. LD. 60 PSF A seal on ties draerg or cover page listing this tMnei g,indicates acceptance of professional O t D "'. 514 Earth City Expressway engineering responsibility solely for the design shown. The suitability and use of ties drawing ` •• Sate 242 for any structure Is the responsWlty of the Building Designer per ANSI/TPI I Sec.?. Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews 6/30t2023 e ALPINE. www.alpinettr.con,TPI.www.tperst.org,SBCA.www.sbcindustryarg>ICC,wwwlccsafe.orp MAX, SPACING 24,0 Puna 101 ,.f 10A CLR Reinforcinc vender Suostitution T-Reinf orcernent 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-Reinforcerient: or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. Notes Attach with lOd (0.128'x3,0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web This detail Is only applicable for changing the specified CLR member length. shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative, X For minimum alternative reinforcement, re-run design with appropriate reinforcement type, Use scabs instead of L- or T- reinforcement on webs with intersecting truss Joints, such as K-web Joints, that may interfere with proper application along the narrow face of the web, 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. Mil Attach with lOd (0,128`x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x40$0 minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 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, 010 Center scab on wide face of web, Apply (1) scab to each I face of web. 11111 MIN VARNINOss READ Alm FULLED/ I4 �(�'l ALL TES THIS BRAVBNGI a�4 P1�Qfi 9 ss sts s+DFORTANTies FURNISH THIS BRAYING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. . a G 1 N '� �p T C L L PSF REF CLR S u b s t, Trusses require extreme core In fabricating,handling,shipping,installing and bracing. Refer to and1. follow the latest edition of SCSI CButdrg Component Safety Information,by TP1 and SBCA)for safety 19575 '¢ 7 TC DL PSF DATE 01/02/19 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. • T".Unless noted otherwise,tap chord shall have properly attached structural sheathing and bottom chord �" BC DL PSF DRWG BRCLBSUB0119 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 BID,as applicable. Apply plates to each face ✓/�"�*' $C LL PSF ten xx sus�r:+..ae ow wart parr; ALPINE Rf trusst and position as for above andi on the Joist Details,unless noted otherwise. Refer to drawings for standardboveplate positions. ■ -� Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation from 0 T M AC/M installation TOT, LD, PSF this drawing, any failure to butd the truss In conformance with AKISI/TPI i,or for handing, shipping, AN IPAW'Ytallation t bracing of trusses. 'QnO n.20,0 .6 Q` .'• ;�aew' A seal on this lowing or cover listing this drawing,Indcates acceptance ofprofessional -P V ... 514 Earth City Expressway eny�..►y y solely for shown. design sho . The al: Witty and use of this drawingC() W. DUR, FAC. �"``""''0""""NW Assn.. °"' Suite 242 for any +cture the responsWSulkingtty of the Sulking Designer per ANSVTpI 1 Sec2, c«,:a:�a Stmt..emea»m. sin Is Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renews 6130l2023 "" °' :Ai ALPINE,wwe.nl Ite.con,TPnSPACING n.., pine err.tpInst.orgl SBCA,rrr.sbc4ndustry.orpl ICC,rrr.kcsnfe.org hobo 10') of 10A Gao(e Detail For Let-in Verticals Gable Truss Plate Sizes Abut O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. itiii PI /444: +)Refer to Engineered truss design for peak, leff splice, web, and heel plates, al single gable vertical plates overlap, use a single plate that covers the total area of I the overlapped plates to span the web. Gable © © Vertical © Example, 2X4 length 1)%1: 1 : ,vl typ 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member I Ilk Ali © 11111111110.......411 Toe-nail - Or - X End-nail , © © To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical 1Od 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, specie, and grade of the 'L' reinforcing member, Rigid Sheathing Toenailed Nails' IOd Common (o.ia8'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ 'T' Brace 4 Nails X (4) toenails in the top and bottom chords, 'T' Reinf. 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing . wind load, Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example, 2x6 20 % A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 TrusGable s Spaced At ASCE 7-10 & 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, A20015END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length 511515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 1.30 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, 520015EN0100118, S20015PED100118, S11530ENC100118, 512030ENC100118, S14030ENC100118, SI6030ENC100118, 4 Nall S18030ENC100118, S20030ENC100118, S20030END100118, S20030PED100118 Ceiling See appropriate Alpine gable detail for maximum unreinforced gable vertical length. CEO PROP �VARNDVO MITES ee READ AND FOLLOW ALL ES ON THIS IBRAVINO ,$" "s w■DPORTANT=FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .CP t.I.G 1 N /p REF LET-IN V E R T Trusses require extrene care in fabricating,handling,shipping,installing and bracing. Refer to and C/ follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA>for safety 10575 17 DATE 01/02/2018 practices prior to performing these functions. Installers shall provide temporary�bracing per SCSI. { hi Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG GBLLETIN0118 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,B7 or BID,as applicabte. Apply plates to each face ALPINE of truss and positionl as shown above andl on the Joint Details,Mess noted otherwise. g«Fsas�aa eunun rim wxo RA ,N Refer to drawings iCAA-2 for standard plate positions. Alpine,a revision of ITV BuildingComponents GroupInc.shall not be revOREGON pons�le for anydeviation from J ■ this drawing,any failure to build the truss in conformance with ANSLTPI 1,or for handling,shppMg, r, ❑ AN IT- O:MPA'l Instollatlon I bracing of trusses. prof 7Lw en.20 tee C,Q' MAX, TOT, LD, 60 PSF _ l A seal on this drawing or cover page listing this es The,indicates acceptance of professional •` DUR.R. FAC.C. ANY Y 514 Earth City Expressway engineering responsibility sdwly for the design shown. The suitability pery and use of this drawing "-OLD D W•k Suite 242 for any struct is the responsibility of the Building Designer ANSI/TPI I SecE. K,,;,,,Eats.a.Ass;«,m,"loc. this Jo Earth City,MO 63045 For more information see b's general notes page and these web sites. Renews 6/30/2023 Cwmas» w.rwrur,,Engaxwera ALPINE. www.alpinettw.comt TPI rww.tpenst.orgt SBCA.wwwsbcindustry.o^gt ICG wwe.tccsafe.org MAX. SPACING 24,0' Darro 101 of 1Ou Piggyback Detail - ASCE 7-16: 115 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 Up to 115 mph wind, 30,00 ft Mean Hgt, ASCE 7-10 Maximum truss spacing Is 24' o.c. Enclosed Bldg., locatesd anywhere In roof, Detail Is not applicable if cap supports additional loads such as Exp C, Vind DL= 5.0 psf (min), Kzt=1,0, cupola, steeple, chimney or drag strut toads. Note. Top Chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall i provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends, ■■ Refer to Engineer's sealed truss design drawing for piggyback and base truss specifications. Piggyback cap truss slant nailed to all top chord purtin bracing with <2> 16d box nails (0,135`x3.5'). Attach purtin bracing to the flat top chord using (2) 16d box nails (0.135'x3,5`). Uplift connections based on MWFRS. 12 )IE12' min rigid sheathing overlap (24' continuous length, no joints) with 8d common (0,131'x2.5') Up to 12 V or gun nails in overlap zone spaced at 4' o.c. l ► I 1 < CKI iiii \... Purlin Swacinw = 24' o.c. Max. /. Flat top chord purlins required at both ends and at 24' max o.c. spacing in between. izxw■VARNDIGIew READ AND FILLED,/ KI ALL TES ON THIS DRAWING Xe PROF ESS sslKV NI IRTANTes FURNISH THIS DRAWING TIT ALL CONTRACTORS INCLUDING THE INSTALLERS. N5 (3t N E ,O REF PIGGYBACK Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and � �n 2 follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety 19575 y DATE 01/02/2018 practices prior to performing these functions, Installers shall provide temporary bracing per SCSI. r Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord ' DRWG PB115160118 shall have o properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs r shalt have bracing installed per SCSI sections B3,B7 or BID, as applicable. Apply plates to each face f ',"t-! A L P I N Ail E Re truss and position ns shorn obove and on the bht Details,unless noted otherwise. DE.EERRE>$0eu Re e R PART, Refer ss and i ,as for ntanove d pl posietionn, Alpine,a division of ITM Bull ents Gr Inc,shall mat be ew OREGON e' ■ Ong Com(tr oo ponziblf For an�yy devhtlon from _ El C. this drawing any failure to build the truss in conforrance wkh ANSI/TPI 1, or for harrdihrp,shgrpirrg, ,A r,, 0 ""� AN IT,N COMPAN;'InstaUotbn t bracing of trusses. 7 en.20,i90 !Q '"" A seal on this droving or cover page listing this drawing,Indicates acceptance of professional R O ", {,�`j "Er Natal= an.r.;. 514 Earth City Expressway engineerIp responsibility solely for the design drown. The sittobBlty and use of this drawing O •. `' Kramer o. ,,d,a:,�i y,tn.Suite 242 for any structure Is the responslWky of the Building Designer per ANSI/TPI 1 Sec2 Co ex'nasaucWrof En.inxr. Earth City,MO 63045 For more Information see this,Job's general notes page and these web sites' Renews 6I3012023 SPACING 24.0` ALPINEI erw.nlp4reltr,corU TPI rwr.tpinst.orgt SBCN rrw.dxindustry.orgl ICG wwr.kcsnfe.org Pan. 10d of T04 __.—, ^.�.......a.�«......«.,..r.......rr, ...a....«...............r............w..r......r.. ,ar.sery svnxevsrs nlsnrt.e ,l,..11et Hflrt.uu nfi4tiinfllM Si;ttCtN xa.n..uaav sN.al,vel !n!s{.uxfnAn!♦ruie.A. FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT i fill IIIII _ Transmittal Letter TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION rL AI V a ` FROM: Sam Sullivan APR 28 2022 CITY OF TIGARD COMPANY: Walsh Construction Company BUILDING DIVISIOI PHONE: (503)505-2881 By: 4 EMAIL: SSullivan@WalshConstruction.com RE: 9660 SW Greenburg Road,Tigard,OR 97223 BUP2021-00188 (Site Address) (Permit Number) Terrace Glen Apartments (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: r. Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and/or lateral analysis. 2 Floor/roof framing. Basement and retaining walls. Beam calculations. 2 Engineer's calculations. Other (explain): REMARKS: Engineering and drawings for the EAST building trusses(Material=$55,594.00 / Labor=$37,063.00 / Total Cost=$92,657.00) FOR OFFICE USE ONLY Routed to Permit Technician: Date - 3---) --).r Initials: j Fees Du �1 Yes n No Fee Description: Amount D e: p1c... icv; �, j $s'3 ). s6 )r o pr'C)Cr.,c_S Jn5 $ C'l'7 I $ $6a.8 �"6 Special Instructions: Reprint Permit(per PE): n Yes No E Done Applicant Notified: 1 p(„ Date: ��(07),� Initials: V} I