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Plans S• 1 \\Na ).k-' RECEIVED DEC 1 1' 2018 CITY OF TIGARD BUILDING DIVISION I 636" I 1.2' I 126" I 22' I 19' I 8'--I % 00, 1181 Ih ul1 snll,2 , 18'-10" III T 49 - - L911 mo • 1 NM Alo ..,,IAF.1.1,K11.1Kr.f.714111,W1,1.17r==,...! BIEill a: NM\ 1111111111k: , : . . I 1 !Allid cb, PI ,.k1 ' 1111111111 1 , , . , Awn ,-. 1 O. 11111111111,111k 11111 11Bk . . . . . . : . , r 1 1 A 1111 , . cr?? 1110111."!1‘111111111.111. : — 1 I Al= III 2‘: inienring9111112111,111•111k ' ' ANCIII MI....MI.1M Q" Q N, a' IMINE1101=Mimi.ill MEE .4•111\ 1 1\-' 1111 . 111111 IMO 111.1111.11k\ /ISMER $ rimmir ' 1 1 .1.1• a-.-..,----- , ,4.... _ 1 1 t ajtjalii ,====,,: ,,......1 ipo ...„..r 17,__..._m_L..... pi WM 1 Inialird 1 ., mtommum---r7 : 111•1111EN' 11111ELIIII .1..111-1 4 ill Mtn MM.' '•WIIM-0.1— mu E. J1----, -N .---.-.:. inil. 17/ ' l'MM. ''.... EmEW al p • ,...,........, , Emig' -14 I•mg/. , -saanmaratili ' as IIII- 11111111611-Or 1 111.0111.1.101.11 .. 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AILIBIMLM:-.-' illiM II ,---1-----i-i . . ....._._ .._4 Eplirfm,„. c, Al 1 1 1 I ! 1.11._......A lU m pil i N7 IS 41111 I•I 1 ilk • ! ma tilmr!,M IIIIIIIIIMINIIIIMIIIIMM‘IFIN . - ' timir • ' . 1 igg .,, , I 1 . r 111111 1_ Illir = 4' 11111/ V, .. , up, i . il i 1 , .1; i - r 1 2 [2, E , : , 2 ' i 1 1 1 1 , el sil --8' 126°1 11'6" I 316" I 10'—I Customer:SOLSTICE CUSTOM HOMES 0 ,› 8 co Desc.: BUTTERFIELD PARK LOT 7 co m co ADDRESS: TRUSS.....rniellar..._ Z Z MaiiirtM -, Designed by:IKE ISAKSON 0 03 P #47;11.7a7L.....,17;7,4.7:4w., f TRUSS__, -•-.61'611°. , .r SOLSTICE CUSTOM HOMES — COMPONENTS Job#: 1018118 ervzir;ccne❑Tnu,s srs,e►s;of Oregon,Ina 5740 SW ARROW WOOD LN roar.x moon Salesman: TICE ISAKSON PORTLAND,OR 97225 PO Box 448 601 EAnal,Avenue Sults J Owner MASCORD 2376A Cornelius,Oregon 97115 Rcdrnond,OR t}7756 Email adehar000rtc gmail.cc (1031W-21111-4 1 3l$-5242 Fu (.4i)3$I4 ss•041131541w Fix Contractor Contact FILL IN LATER Phone Job Information: P.o.#: BUTTERFIELD PARK LOT 7 QUOTE I Loading: 25-7-0-10 TIGARD OR Date: 12/5/2018 Customer I S02277 Del.Date: A Ram aen ra 111n41 M.r,.,.,. WoodTruss Qty Span Description Pitch OHL TC Size Truss Notes TC/BC OHR BC Size 1 41-05-00 A 5/0 00-00-00 2x4 1-Ply 00-00-00 2x6 1 39-05-00 Al 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 9 ,Ill%. 1 39-05-00 A2 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 39-05-00 A3 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 39-05-00 A4 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 39-05-00 A5 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 2 39-05-00 A6 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 ir a ,. 1 39-05-00 A7 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 37-05-00 B 5.00 I 0 00-00-00 2x4 2 Ply 00-00-00 2x4 1 37-05-00 B1 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1-Ply 00-00-00 2x4 ..dIL/IA®1®I 1 37-05-00 B3 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 37-05-00 B4 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 `moi®►• /i/•• I 1 35-05-00 B5 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 HomeBASE by Alpine Engineered Products,Inc. Job#1018118 Page 1 of 5 Qty Span Description Pitch OHL TC Size Truss Truss Notes TC/BC OHR BC Size 1 35-06-00 C 5.00/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 1 5 O6 00 _,_c1 5.00/0 ,00,.P0-0Q -2x4 1 35-06-00 C2 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 33-06-00 C3 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 33-06-00 C4 5.00/0 00-00-00 2x6 3-Ply 00-00-00 2x8 1 22-08-00 D 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x6 `1 1/11 1 14-08-00 E 5/0 00-00-00 2x4 1-Ply 00-00-00 2x6 1I®_I - 1 14-08-00 El 5/0 00-00-00 2x4 1-Ply 00-00-00 2x4 2 12-08-11 FG1 13/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 11 2 09-09-04 FG2 13/0 00-00-00` 2x4 1-Ply 00-00-00 2x4 s11 lL 1 08-08-06 FG3 13/0 00-00-00 2x4 1-Ply 00-00-00 2x41 1 09-06-12 FG4 12.4/0 00-00-00 2x4 1 Ply 00-00 00 2x4 , IISAi \ 1 09-03-14 FG5 13/0 00-00-00 2x4I .41 / 1-Ply 00-00-00 2x4 0'/ 1 06-07-12 FG6 0/0 00-00-00 : 2x4 1-Ply 00-00-00 ` 2x4 II'Il 1 25-00-11 FJ7 0/0 00-00-00 2x4 1-Ply 00-00-00 2x4 T I I ' 1 ' '7 1 `-25-00-11 ''' FJ76 13.0/0 00-00-00 2x4 1 Ply 00-00-00 2x4 41111��1��t��il'it, 1 24-08-00 G 5/0 00-00-00 2x4 1 24-08-00 G1 5/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 24-08-00 G2 5/0 00-00-00 2x4 1-Ply 00-00-00 2x4 6111 j 1 22-08-00 G3 5/0 00-00-00 2x4 1-Ply 00-00-00 2x4 M I 1 14-06-08 H 5/0 00-00-00 2x4 1-Ply 00-00-00 2x6 HomeBASE by Alpine Engineered Products,Inc. Job#1018118 Page 2 of 5 Qty Span Description Pitch OHL TC Size Truss Truss Notes TC/BC OHR BC Size 1 14-06-08 H1 5/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 1 1406-8 ,H2 5 1 0 00-00-00 2x4 2 08-05-08 J 5/0 00-00-00 2x4 1-Ply 00-00-00 2x4 ' 1 7 04-05-08 J1 5/0 00-00-00 2x4 , 1-Ply 00-00-00 2x4 giiii 1 03-03-00 J2 5/0 00-00-00 2x4 1-Ply00-00-00 2x6 1 25-06-00 K 3/0 00-00-00 2x4 1-Ply 00-00-00 2x6 —r ,......__ 1 22-11-08 K1 3/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 22-11-08 K2 3/0 00-00-00 2x4 1-Ply 00-00-00 2x4 1 15-04-00 L 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x6 1 15-04-00 L1 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x4 39 07-11-04 X 5.00/0 00-00-00 2x4 ----1 -Ply 00-00-00 2x4 4 05-11-04 X1 5.00/0 00-00-00 2x4j I 1-Ply 00-00-00 2x4 1 05-11-04 X2 5.00/0 00-00-00 2x4 1-Ply 00-00-00 2x6 „k_ 6 07-11-04 X3 3/0 00-00-00 2x4 1-Ply 00-00-00 2x4 3 05-11-04 X4 5/0 00-00-00 2x4 ,� • 1-Ply 00-00-00 2x4 _ih•��, 9 11-01-03 CG1 3.54/0 00-00-00 2x4 1-Ply 00-00-00 2x6 2 11-01-03 CG2 2.12/0 00-00-00 2x4 2 08-03-04 CG3 3.54/0 00-00-00 2x4 1-Ply 00-00-00 2x6 1 06-00-12 CG4 3.54/0 00-00-00 2x4 1 -Ply 00-00-00 2x6 —00..e'..--- 24 01-10-03 'CJ1 5.00 7 0` 00-00-00 2x4 1 1-Ply 00-00-00 2x4 -i. 22 03-10-03 CJ2 5.00/0 00-00-00 2x4 , 1-Ply 00-00-00 2x4 i HomeBASE by Alpine Engineered Products,Inc. Job#1018118 Page 3 of 5 Qty Span Description Pitch OHL TC Size Truss Truss Notes TC/BC OHR BC Size 16 05-10-03 CJ3 5.00/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 /!fes j 1 01-10-03 C44 5,90,/0 00-00-00 2x4. 1 iii ' 2 03-10-03 CJ5 5.00/0 00-00-00 2x4 i 1-Ply 00-00-00 2x4 k j 4 01-10-03 CJ6 3 I 0 00-00-00 2x4 1-Ply 00-00-00 2x4 4 03-10-03 CJ7 3/0 00-00-00 2x4 1 -Ply 00-00-00 2x4 —� 'so 1 4 05-10-03 CJ8 3/0 00-00-00 2x4 1-Ply 00-00-00 2x4 135 01-10-06 BP 0/0 00-00-00 2x4 `M -u 1-Ply 00-00-00 2x4 r'I AApar.`on iiia A��.� M.�.�.. Miscellaneous Qty Description 10 2X10 SOLID BLOCK 10 2X10 VENTED BLOCK MOD • - Qty Description Ext.Price 172 H2.5A 52 LUS24 6 MUS26 14 MUS28 72 TJC37 12 THJA26 1 HGUS26-2 HomeBASE by Alpine Engineered Products,Inc. Job#1018118 Page 4 of 5 Qty Span Description Pitch OHL TC Size Truss Truss Notes TC/BC OHR BC Size TCO ISA MATERIAL SUPPLIER—Not a sub-contractor.This list is not guaranteed to complete your job.Purchaser must verify quantities,dimensions and specifications prior to placing order.The delivery portion of this estimate is based on the purchaser providing:(A)Adequate access to make delivery without dangeNet Total $12,778.14 to personnel,property or equipment.(B)Contractor is to provide a competent individual on site to aid in unloading and landing of trusses.The name and phone number of such individual is to be provided to TCO transportation manager in advance of delivery.(C)Purchaser agrees to pay for the use of a tow truck if necessary(D)TCO does not guarantee plate line delivery. Estimated Crane time is a scheduling device not a value. However, Tax of: 0% $0.00 CRANE TIME IN EXCESS of the Estimate,WILL BE BILLED AT THE RATE OF$175.00 PER HOUR. Grand Total $12,778.14 Design of Truss Bracing,both permanent and temporary,is the responsibility of the Building Designer. BCSI bracing recommendations are provided as a courtesy and TCO takes no responsibility for the design or installation of bracing. It is the responsibility of the Building Owner to provide bracing Term 10 Payment days net 30 material and expertise for the permanent and temporary bracing of installed trusses.TCO assumes no responsibility for ANY damage or injury due to Y improper installation,bracing,storage,or modification of trusses. Crane Time 3.19 Hours PAYMENT TERMS:Standard Terms are 1%10,Net 30 on credit approved accounts.Orders will be COD until credit has been established. TCO reserves the right to collect 18%per annum interest on all accounts 30 days past due.In addition TCO will collect legal fees if necessary.TCO reserves the right to file liens in accordance with Oregon State Law.This quote is valid for 30 days and will be subject to re-pricing after that period. Accepted By: Date Signature HomeBASE by Alpine Engineered Products,Inc. Job#1018118 Page 5 of 5 �sEp PROpSss N5 aG%NFF �O 83294PE Alpine,an ITW Company 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 ?3S„14 20 04 C AN ITW COMPANY sacseals@ itwbc com 0 e$ell g 12/06/2018 Renewal e/se12020 gy=p. Customer: Truss Components of Oregon,Inc. Job Number: 1018118 Job Description: BUTTERFIELD PARK LOT 7 Address: TIGARD,OR Design Code: IRC 2015 View Version: IRC 2015 JRef#: 1 WG N71750006 Wind Standard: ASCE 7-10 Roof Load(pdf): 25.00-7.00-0.00-10.00 Wind Speed(mph): 120 Floor Load(psf): None This package contains general notes pages,63 truss drawing(s)and 3 detail(s). 1 340.18.1558.45803 A 2 340.18.1553.57203 Al 3 340.18.1553.51177 A2 4 340.18.1553.38050 A3 5 340.18.1553.17110 A4 6 340.18.1553.00997 A5 7 340.18.1552.31187 A6 8 340.18.1552.44457 A7 9 340.18.1549.27220 B 10 340.18.1549.49503 B1 11 340.18.1550.52090 B2 12 340.18.1551.18793 B3 13 340.18.1551.43763 B4 14 340.18.1551.59487 B5 15 340.18.1545.03660 C 16 340.18.1554.35187 Cl 17 340.18.1554.41870 C2 18 340.18.1554.46937 C3 19 340.18.1554.23213 C4 20 340.18.1548.43870 D 21 340.18.1546.43497 E 22 340.18.1546.46660 El 23 340.18.1554.50270 FG1 24 340.18.1554.52047 FG2 27 340.18.1555.06927 FG5 28 340.18.1555.08757 FG6 29 340.18.1555.13923 FJ7 30 340.18.1555.21357 FJ7B 31 340.18.1547.02613 G 32 340.18.1547.13970 G1 Printed 12/6/2018 4:53:15 PM 0.0 PROP s. 0P �GINFF �O fly 83294PE R Alpine,an ITW Company 8351 Rovana Circle Sacramento,CA 95828 OREGON ALPINE Phone:(800)877-3678(916)387-0116 Fax:(916)387-1110 'Lru,z°�' to AN ITWcoacnry sacseals@itwbcg.com eii Tat/' 12/06/2018 Renewal 813012020 Customer: Truss Components of Oregon, Inc. Job Number: 1018118 Job Description: BUTTERFIELD PARK LOT 7 Address: TIGARD,OR 33 340.18.1547.22367 G2 34 340.18.1547.31770 G3 35 340.18.1547.49010 H 36 340.18.1555.28580 H1 37 340.18.1555.32203 H2 38 340.18.1555.35513 J 39 340.18.1555.43030 J1 40 340.18.1601.22350 j2 41 340.18.1556.53953 K 42 340.18.1556.57310 K1 43 340.18.1557.05037 K2 44 340.18.1557.19650 L 45 340.18.1557.22900 L1 46 340.18.1544.43107 X 47 340.18.1547.38133 X1 48 340.18.1549.01430 X2 49 340.18.1556.41530 X3 50 340.18.1545.31170 X4 51 340.18.1544.29187 CG1 52 340.18.1556.29293 CG2 53 340.18.1545.26353 CG3 54 340.18.1557.43057 CG4 55 340.18.1544.01217 CJ1 56 340.18.1544.08650 CJ2 57 340.18.1544.21723 CJ3 58 340.18.1548.17360 CJ4 59 340.18.1548.20793 CJ5 60 340.18.1556.03143 CJ6 61 340.18.1556.11007 CJ7 62 340.18.1556.21090 CJ8 63 340.18.1557.48670 BP Printed 12/6/2018 4:53:15 PM General Notes Truss Design Engineer Scope of Work, Design Assumptions and Design Responsibilities: The design responsibilities assumed in the preparation of these design drawings are those specified in ANSI/TPI 1, Chapter 2; and the National Design Standard for Metal Plate Connected Wood Truss Construction, by the Truss Plate Institute. The truss component designs conform to the applicable provisions of ANSI/TPI 1 and NDS, the National Design Specification for Wood Construction by AF&PA. The truss component designs are based on the specified loading and dimension information furnished by others to the Truss Design Engineer. The Truss Design Engineer has no duty to independently verify the accuracy or completeness of the information provided by others and may rely on that information without liability. The responsibility for verification of that information remains with others neither employed nor controlled by the Truss Design Engineer. The Truss Design Engineer's seal and signature on the attached drawings, or cover page listing these drawings, indicates acceptance of professional engineering responsibility solely for the truss component designs and not for the technical information furnished by others which technical information and consequences thereof remain their sole responsibility. The suitability and use of these drawings for any particular structure is the responsibility of the Building Designer in accordance with ANSI/TPI 1 Chapter 2. The Building Designer is responsible for determining that the dimensions and loads for each truss component match those required by the plans and by the actual use of the individual component, and for ascertaining that the loads shown on the drawings meet or exceed applicable building code requirements and any additional factors required in the particular application. Truss components using metal connector plates with integral teeth shall not be placed in environments that will cause the moisture content of the wood in which plates are embedded to exceed 19% and/or cause corrosion of connector plates and other metal fasteners. The Truss Design Engineer shall not be responsible for items beyond the specific scope of the agreed contracted work set forth herein, including but not limited to: verifying the dimensions of the truss component, calculation of any of the truss component design loads, inspection of the truss components before or after installation, the design of temporary or permanent bracing and their attachment required in the roof and/or floor systems, the design of diaphragms or shear walls, the design of load transfer connections to and from diaphragms and shear walls, the design of load transfer to the foundation, the design of connections for truss components to their bearing supports, the design of the bearing supports, installation of the truss components, observation of the truss component installation process, review of truss assembly procedures, sequencing of the truss component installation, construction means and methods, site and/or worker safety in the installation of the truss components and/or its connections. This document may be a high quality facsimile of the original engineering document which is a digitally signed electronic file with third party authentication. A wet or embossed seal copy of this engineering document is available upon request. Temporary Lateral Restraint and Bracing: Temporary lateral restraint and diagonal bracing shall be installed according to the provisions of BCSI chapters B1, B2, B7 and/or B10(Building Component Safety Information, by TPI and SBCA), or as specified by the Building Designer or other Registered Design Professional. The required locations for lateral restraint and/or bracing depicted on these drawings are only for the permanent lateral support of the truss members to reduce buckling lengths, and do not apply to and may not be relied upon for the temporary stability of the truss components during their installation. Permanent Lateral Restraint and Bracing: The required locations for lateral restraint or bracing depicted on these drawings are for the permanent lateral support of the truss members to reduce buckling lengths. Permanent lateral support shall be installed according to the provisions of BCSI chapters B3, B7 and/or B10, or as specified by the Building Designer or other Registered Design Professional. These drawings do not depict or specify installation/erection bracing, wind bracing, portal bracing or similar building tee-parte-vf- building-design te-bc-speeified ----._-- Designer. Connector Plate Information: Alpine connector plates are made of ASTM A653 or ASTM A1063 galvanized steel with the following designations, gauges and grades: W=Wave, 20ga, grade 40; H=High Strength, 20ga, grade 60; S=Super Strength, 18ga, grade 60. Information on model code compliance is contained in the ICC Evaluation Service report ESR-1118, available on-line at www.icc-es.orq. Page 1 of 2 General Notes (continued) Key to Terms: Information provided on drawings reflects a summary of the pertinent information required for the truss design. Detailed information on load cases, reactions, member lengths, forces and members requiring permanent lateral support may be found in calculation sheets available upon written request. BCDL = Bottom Chord standard design Dead Load in pounds per square foot. BCLL= Bottom Chord standard design Live Load in pounds per square foot. Des Ld =total of TCLL, TCDL, BCLL and BCDL Design Load in pounds per square foot. HORZ(LL) = maximum Horizontal panel point deflection due to Live Load, in inches. HORZ(TL) = maximum Horizontal panel point long term deflection in inches, due to Total Load, including creep adjustment. HPL=additional Horizontal Load added to a truss Piece in pounds per linear foot or pounds. L/#= user specified divisor for limiting span/deflection ratio for evaluation of actual Udefl value. L/defl = ratio of Length between bearings, in inches, divided by the immediate vertical Deflection, in inches, at the referenced panel point. Reported as 999 if greater than or equal to 999. Loc= Location, starting location of left end of bearing or panel point(joint) location of deflection. Max BC CSI = Maximum bending and axial Combined Stress Index for Bottom Chords for of all load cases. Max TC CSI = Maximum bending and axial Combined Stress Index for Top Chords for of all load cases. Max Web CSI= Maximum bending and axial Combined Stress Index for Webs for of all load cases. NCBCLL= Non-Concurrent Bottom Chord design Live Load in pounds per square foot. PL= additional Load applied at a user specified angle on a truss Piece in pounds per linear foot or pounds. PLB=additional vertical load added to a Bottom chord Piece of a truss in pounds per linear foot or pounds PLT=additional vertical load added to a Top chord Piece of a truss in pounds per linear foot or pounds. PP = Panel Point. R= maximum downward design Reaction, in pounds, from all specified gravity load cases, at the indicated location (Loc). -R= maximum upward design Reaction, in pounds, from all specified gravity load cases, at the identified location (Loc). Rh = maximum horizontal design Reaction in either direction, in pounds, from all specified gravity load cases, at the indicated location (Loc). RL= maximum horizontal design Reaction in either direction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). Rw= maximum downward design Reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the identified location (Loc). TCDL=Top Chord standard design Dead Load in pounds per square foot. TCLL=Top Chord standard design Live Load in pounds per square foot. U =maximum Upward design reaction, in pounds, from all specified non-gravity(wind or seismic) load cases, at the indicated location (Loc). VERT(CL) = maximum Vertical panel point deflection in inches due to Live Load and Creep Component of Dead Load in inches. VERT(LL) = maximum Vertical panel point deflection in inches due to Live Load. VERT(TL) =maximum Vertical panel point long term deflection in inches due to Total load, including creep adjustment. W=Width of non-hanger bearing, in inches. Refer to ASCE-7 for Wind and Seismic abbreviations. Uppercase Acronyms not explained above are as defined in TPI 1. References: 1. AF&PA: American Forest& Paper Association, 1111 19`h Street, NW, Suite 800, Washington, DC 20036; www.afand oa.o rq. 2. ICC: International Code Council;www.iccsafe.org. 3. Alpine, a division of ITW Building Components Group Inc.: 13723 Riverport Drive, Suite 200, Maryland Heights, MO 63043;www.alpineitw.com. 4. TPI: Truss Plate Institute, 218 North Lee Street, Suite 312, Alexandria, VA 22314;www.tr inst.orq. 5. SBCA: Wood Truss Council of America, 6300 Enterprise Lane, Madison, WI 53719;www.sbcindustrv.co Page 2 of 2 SEQN:298951 T1 HIPS Ply: 1 Job Number' 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1558.45803 Truss Label: A CY / RTT 12/06/2018 2'2"1 7'11"4 12'11"8 18'1"8 23'3"8 28'5"8 33'5"12 39'2"4 41'5"I 271 58„8 5,0„4 5'2" - 5,2" 5,2„ 5,0„4 5,8„8 2'2"12 12 =6X8 =4X8 1111.5X4 =3X5X7 =4X8 =6X8 5 7 C D T2 E F G H T3 I 04 5,---6X81111 1M A ;� I �' IlMlibbri:62(.. K 4X5(A1) U T S R Q P 0 N M L 1113X5 =6X6 =4X12 3X10 =4X8 =4X12 =6X6 =4X5(A1) =H0612 =5X5 III 3X5 I-2'-1 3T5" 1 2'-{ 22"1 58"8 50"4 52" 1_ 52" 52" 5'0"4 58"8 2'2"1? 2'2"1 7'11"4 12'11"8 18'1"8 23'3"8 28'5"8 33'5"12 39'2"4 I 41'5 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.539 E 823 360 Lac R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.913 E 485 240 U 2917 /- /- /- /256 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.102 C - - L 2445 /- /- /- /162 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.246 C - - Wind reactions based on MWFRS Mean Height 19.99 ft U BrgWidth=5.5 Min NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Req=2.7 Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.844 L Brg Width=5.5 Min Req=2.2 BCDL:6.0 psf Bearings U&L are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.842 Spacing:24.0" C&C Dist a:4.14 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.944 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 A-B 89 -417 F-G 695 -7713 Lumber Wind B-C 480-4784 G-H 695 -7713 C-D 665-6806 H-I 496 -6036 Top chord 2x4 HF#2:T2,T3 2x4 DF-L 24001-2.0E: Wind loads and reactions based on MWFRS. D-E 753-7933 I-J 296 -3861 Bot chord 2x6 DF-L SS Left and right cantilevers are exposed to wind E-F 753-7933 Webs 2x4 HF Std/Stud:W2,W14 2x4 DF-L#2: :W4,W12 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-U 410 -54 0-P 7741 -702 TC:From 65 plf at 0.00 to 65 plf at 7.94 U-T 658 -61 P-O 6162 -513 TC:From 33 plf at 7.94 to 33 plf at 25.85 T-S 4365 -433 O-N 3555 -271 TC:From 65 plf at 25.85 to 65 plf at 41.42 S-R 6886 -673 N-M 3555 -271 BC:From 20 plf at 0.00 to 20 plf at 8.00 BC:From 10 plf at 8.00 to 10 plf at 25.85 R-Q 7741 -702 M-L 569 -43 BC:From 20 plf at 25.85 to 20 plf at 41.42 BC: 262 lb Conc.Load at 7.89 Maximum Web Forces Per Ply(lbs) BC: 228 lb Conc.Load at 8.00,10.00,12.00,14.00 Webs Tens.Comp. Webs Tens. Comp. 16.00,18.00,20.00,22.00 BC: 253 lb Conc.Load at 24.00,25.85 U-B 300-2665 H-O 192 -1396 Plating Notes ¢EO PROP' . B-T 3828 -375 O-I 2983 -269 ,�(� tss C-S 2936 -278 I-M 112 -513 (**)2 plate(s)require special positioning.Refer to G� GiNF /O S-D 89 -889 M-J 3054 -221 scaled plate plot details for special positioning (1 tel, F� 2 D-R 1248 -94 J-L 204 -2185 requirements. i(/ 83294PE 9 P-H 1859 -217 Loading `` - 4tsottom choro cnecRed for 10.00 psi nod-concurrent =--.-__ bottom chord live load applied per IRC-15 section 301.5. OREGON Purlins A, '11074,2646m In lieu of structural panels use purlins to brace all flat 'WSW,'Tan.` TC@24"oc. Renewal 613012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI end SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of pro-fessronaf engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org I SEAN:298964 T14 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1 WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1553.57203 Truss Label: Al CY / RTT 12/06/2018 76" 9'11" 17'013 244"3 31'5"12 3511" 39'5" 76" 2,5"4 7,1„9 7'3"5 7'1„9 2,5„4 56” I =5X7 1111.5X4 -3X7 =3X5 =5X7 12 C T 5 D %56 T1 5 D Ei .. G 5X5 N H ( a(a) W. W: 41' T4 to W4 1111.5X4 -v 1 A '(a) (a) I I I IIY 11 3X5(A1) P 0 N M L K --J 3X5 =3X5 =4X12 =H0310 =5X5 =3X5 6X6 I—2' 1 375” 1 I 2'2"1 T8"8 T1"9 7'3"5 T1"9 T11"4 2'2"1 9111"4 17'0"13 24'4"3 31'5"12 39'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.332 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.583 F 766 240 p 1779 /- /- /800 /28 /56 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.107 J - - J 1578 /- /- /681 /34 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.268 J - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.41 ft Code/Misc Criteria Creep Factor:2.0 P Brg Width=5.5 Min Req=2.6 TCDL:4.2 psf J BrgWidth=5.5 Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.967 Req=2.6 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.997 Bearings P&J are a rigid surface. Spacing:24.0" C&C Dist a:3.94 ft Rep Fac:Yes Max Web CSI: 0.879 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.00C.0327.16 A-B 565 -289 E-F 745 -4133 Lumber B-C 604-2797 F-G 725 -4118 C-D 745-4136 G-H 591 -2867 Top chord 2x4 DF-L#1&Bet.:71 2x4 DF-L#2: D-E 745-4133 :T4 2x4 HF#2: Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W4,W6,W8 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on A-P 325 -396 M-L 4165 598 P-0 2376 -502 L-K 2697 -430 member. 0-N 2623 -431 K-J 2457 -488 Loading N-M 4165 -598 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Purlins P-B 749-2962 F-L 168 -695 B-O 405 -146 L-G 1645 -229 In lieu of structural panels use purlins to brace all flat C-N 1743 -259 K-H 399 -95 TC @ 24"oc. EO PREF D-N 161 -700 H-J 547 -2748 Wind 43' FSS, Wind loads based on MWFRS with additional C&C .0 �G1NFtc /O member design. y Left cantilever is exposed to wind �1[//- 83294PE 9 �._.._.._.._. ..._e. OREGON It� `bLy 14,2e� Az, e$en Tan i Renewal&80!2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted citherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE IL /41 drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinaComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN rtw COMPANY truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of roTessionaf engineering responsibility solely for the design design 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298958 T27 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1553.51177 Truss Label: A2 CY / RTT 12/06/2018 7'6" 1111"4 _I 17'8"13 23'8"3 , 29'5'12 , 33'11" 39'5" 7'6" 4'5'4 5'9"9 511"5 5'9"9 4'S"4 5'6" =5X5 r----3X5 I111.5C4 =5X5 T 12 F 5 ,5X5 5X5 B G C•1 W- h •••••,\ O Er) W4 W6 1111.5X4 1 a A (a) H 3X5(A1) I0 N M L K J 03X5 =3X5 =3X5 =4X8 =3X10 3X5= =6X6 I--2' A 37'5' A F. 2212" 8,5,6 7'0"11 511"5 7011 8'8"2 221 10'8"2 17'8"13 23'8"3 30'8"14 39'5" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.262 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL Risk Category: VERT(CL): 0.467 E 956 240 1779 /- /- /805 /33 /68 g BCDL: 10.00 II Snow Duration:1.15 HORZ(LL): 0.093 I I 1578 /- /- /686 /38 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.235 I - - Wind reactions based on MWFRS Mean Height:20.82 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=2.6 Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.988 I Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.860 Bearing 0 is a rigid surface. Spacing:24.0" C&C Dist a:3.94 ft Rep Fac:Yes Max Web CSI: 0.864 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 518 -313 D-E 657 -3236 Lumber B-C 602-2568 E-F 657 -3239 C-D 668-3202 F-G 589 -2631 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W4,W6,W8 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing 0-N 2271 -512 L-K 3234 -510 (a)Continuous lateral restraint equally spaced on N-M 2376 -423 K-J 2425 -418 member. M-L 3234 -510 J-I 2354 -503 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. 0-B 774-2912 E-K 131 -574 Purlins C-M 1093 -173 K-F 1065 158 In lieu of structural panels use purlins to brace all flat M-D 156 -592 G-1 573 -2605 TC @ 24"oc. Wind �¢EO PROpl Wind loads based on MWFRS with additional C&C �'( tN trj member design. �aG ,F4.� 09 Left cantilever is exposed to wind Iy 83294PE ar OREGON 13qty 14,20� 4 et. $$en Tan Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted a herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE: ww.alpineitw.corn;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org w 1 SEAN:298967 T28 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1553.38050 Truss Label: A3 CY / RTT 12/06/2018 76" 1311"4 20'8"8 27'512 33'11" 39'5" 76" H 6'5"4 6'9"4 6'9"4 6H '5"4 5'6" -5X7 III1.5X4 =5X7 -3- D E P. 12 - 5 ✓ 05X5 T1 /7:5 NB W4 W` � (a) . 1111.G4 (a) A lil Ti 3X5(A1) M L K J B2 I H 3X5 =3X5 3X7 3X10 =3X5 =6X6 H 2' j 375" 1 H 27"12 8'5"6 10,0"6 10,(76 882 H 2'2"1 10'8"2 20'8"8 30'8"14 39'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.221 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.357 D 999 240 M 1810 /- 1- /808 /38 /79 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 H - - H 1621 /- /- /689 /42 /- Des Ld: 42.00 EXP:B fighKztt NA HORZ(TL): 0.195 H - - Wind reactions based on MWFRS Mean Height:21.24 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.6 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.943 H Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.889 Bearing M is a rigid surface. RepFac:Yes Max Web CSI: 0.888 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.94 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 428 -300 D-E 623 -2659 Lumber B-C 607-2560 E-F 595 -2626 C-D 623-2659 Top chord 2x4 HF#2:T1 2x4 HF#1&Bet.: Bat chord 2x4 HF#2:B2 2x4 HF#1&Bet.: Webs 2x4 HF Std/Stud:W4,W6 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on M-L 229L-K 2191 15 -412-517 I-H 2381 511-I 2234 -504 11 member. K-J 2191 -412 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. M-B 794-2991 J-E 697 -89 PurlinsC-J 736 -108 E-I 405 -35 D-J 147 -723 F-H 583 -2649 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind (li103 PROFF Wind loads based on MWFRS with additional C&C ' member design. e� aG1F'4 O Left cantilever is exposed to wind �O 83294PE 41 y 13 OREGON *Zcr ta,set ' m e $ei!Tan c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlin 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 prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted Otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 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 A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/WI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listing this drawing,indicates acceptance of oroessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites: ALPINE:w,vw.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298972 T29 HIPS Ply: 1 Job Number. 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1553.17110 Truss Label: A4 CY / RTT 12/06/2018 7'6" 1511"4 20'8"8 255"12 , 33'11" 39'5" 76" 8'5"4 4'9"4 4'9"4 8'5"4 56" -6XT2 6 1111.5X4 =6X6 CD E 12 5 T3 N 5X5 5X5 B F in W3 a 1.5X4 A — s W - 3X5(A1) M L K J I 4X5 =3X5 =3X7 =3X5 =6X6 =3X7 H 2' 1 37'5" -A 271 8'5"6 10'176 10'0"6 8'8"2 2'2-12 10'8'2 20'8"8 30'8"14 39'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.198 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.323 D 999 240 M 1870 /- /- /809 /43 /91 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.094 G - - H 1683 /- /- /690 /47 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.215 G - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 21.66 ft Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.7 TCDL:4.2 psf H BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.963 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.991 Bearing M is a rigid surface. Spacing:24.0" C&C Dist a:3.94 ft Rep Fac:Yes Max Web CSI: 0.943 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 615-2686 D-E 579 -2267 Lumber C-D 579-2268 E-F 613 -2754 Top chord 2x4 DF-L#1&Bet.:T2 2x4 HF#2: :T3 2x4 DF-L 2400f-2.0E: Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W3,W4,W6,W7 2x4 HF#2: M-L 2522 -530 J-I 2101 -375 Bracing L-K 2074 -387 I-H 2620 -528 (a)Continuous lateral restraint equally spaced on K-J 2074 -387 member. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent M-B 828-3176 J-E 412 -28 bottom chord live load applied per IRC-15 section L-C 447 -47 E-I 513 -69 301.5. C-J 444 -44 F-H 610 -2939 Purlins D-J 62 -488 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind 10 PROFS Wind loads based on MWFRS with additional C&C ? 4GINFF /O member design. .0 Left cantilever is exposed to wind 83294PE 9 OREGON A� `Zty 14,2e$ Ai $self Tan Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted atherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nwco COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,- listing this drawing,indicates acceptance of professional engineering responsibility solely for the desi n 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 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEAN:298974 T30 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1553.00997 Truss Label: A5 CY / RTT 12/06/2018 7'6" 145'4 17'11"4I 23'512 26'11"12 33'11" 39'5" I 7'6" 6'11"4 3'6" 5'6"8 3'6" I 6'11"4 56" m5XX5 =5X5 E 3X5 3X5 C F 12 5 W7 N 5X5irr (a) ,--',5X5 ib B G W5 W6 +� 1111.5X4 A (a) (a) H 71 3.1 _, •♦ .. - 1.= .. - t =3X5(A1) no N M L K J I 4X5 =3X5 -3X5 =3X7 -3X7 =3X5 -6X6 I—2'-1 375" 1 2212, 8'5"6 772I 56"8 , 7.3"2 58"2 2'2"1 10'8"2 17'11"4 23'5'12 30'8"14 39'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.227 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.365 M 999 240 O 1929 /- /- /808 /47 /103 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.101 H - - I 1742 /- /- /689 /51 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.07 ft HORZ(TL): 0.224 H - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=2.8 TCDL:4.2 psf I BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.940 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.917 Bearing 0 is a rigid surface. Spacing:24.0" C&C Dist a:3.94 ft Rep Fac:Yes Max Web CSI: 0.961 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 607-2871 E-F 578 -2366 Lumber C-D 589-2363 F-G 626 -2946 Top chord 2x4 HF#2 D-E 557-2105 BotchordF HF#2 Maximum Bot Chord Forces Per Ply 2x4 HF Std/Stud:W5,W6,W7 2x4 HF#2: (lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing 0 (a)Continuous lateral restraint equally spaced on N-M 2402-N 2610 -508 L-K 2093 -423 N -421 K-J 2441 -413 member. M-L 2093 -328 J-I 2711 -527 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. 0-B 830-3238 E-K 677 -128 Purlins C-M 185 -594 K-F 196 -655 M-D 654 -120 G-I 588 -3028 In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind 00 PROF. Wind loads based on MWFRS with additional C&C 4- t�� ssj member design. Ory �oGiRF�� Oy Left cantilever is exposed to wind 83294PE y -___-.z-__ .__ .! .e� OREGON ~(. `LLY 14,204 e weeii Tar t Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin insalled per BCSI sections B3,B7 or 810, as applicable. Applplates to each face of truss and position as shown above and on the Joini9Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN nW COMPANY truss in conformance with ANSI/TR 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa�ge listing this drawing indicates acceptance of proessronai engineering responsibility solely for the desi n shown. The suabilityand use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinsLorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298976 T31 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1552.31187 Truss Label: A6 CY / RTT 12/06/2018 1 76" 147"4 1911"4 , 2112 26'11"12 33'11" 39'5" ', 7'6" 6'11"4 5'6" 1'6" 5'6" 6'11"4 5'6" =5X5=5X5 E F T 3X5 ts 3X5 12 03X5D G 5 V C. t N W5 a ,3X10 /1000-1:75 ao B W4 --1\ W1 1111.5 4 A (a) W6 (a) • W =3X5(A1) MO N M L K J 04X5 =3X5 -6X8 =3X7 =3X5 =6X6 fH 2' j 37Z" A 271? 8'5"6 9'3"2 1'6 9'3"2 8'8"2 2'2"1 10'8"2 I 19'11"4 _-21' '12 30714 I 39'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.246 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.388 M 999 240 0 1989 /- /- /805 /52 /114 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.111 I - - J 1801 /- /- /686 /55 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.239 I - - Wind reactions based on MWFRS Mean Height 22.49 ft 0 BrgWidth=5.5 Min NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Req=2.9 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.897 J Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.968 Bearing 0 is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.94 ft Rep Fac:Yes Max Web CSI:0.920 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 599-3054 E-F 547 -2139 Lumber C-D 602-2847 F-G 568 -2430 D-E 558-2435 G-H 642 -3128 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W1 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) :W4,W5,W6,W7,W8 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing O-N 2717 -501 L-K 2647 -418 N(a)Continuous lateral restraint equally spaced on -M 2 -426 K-J 2821 539 M-L 21134 member. M 34 -289 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section O-B 841 -3387 F-L 637 -165 301.5. D-M 201 -684 L-G 211 -743 Purlins M-E 621 -114 H-J 599 -3158 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. 013 PROP. Wind ,� SS, Wind loads based on MWFRS with additional C&C U,ey �GINe. /Oti member design. <Ci 832g4PE 'Q 9 Left cantilever is exposed to wind lic �- .!l 4 OREGON A 'LY 14,ZO$ AZ, *sell Tan• Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted oherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN nW COMPANY truss in conformance with ANSI/TR 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of prooesslonal 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 this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298969 T38 SPEC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1552.44457 Truss Label: A7 CY / RTT 12/06/2018 F T6" 14'5"4 208 8 _ 26'11"12 , 33'11" 39'5" 76 6'11"4 6'3"4 6'3"4 6'11"4 5'6" i =5X5 D 12 'C� 5E5 5 I/ tit WS d\ ca 05X5 W. 5X5 `s B F .(a) (a) . W4 O III 1.X4 • a A (a) IL I s ♦ .* „I T =3X5(A1)/3X5 =3X5= 3X7 J B2 =3XI 5 =6X6 =3X7 I`2' 1 37'5" i �' 2'2"1 8,5"6 10,0"8 10'0"6 8'8"2 2'2"1_ 10'8"2 20'8"8 30'8"14 _ 39,5" Loading Criteria(pat) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.191 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.326 J 999 240 M 1779 /- /- /803 /54 /119 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.081 G - - H 1578 /- /- /685 /57 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.194 G - - Wind reactions based on MWFRS Mean Height:22.65 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 M Brg Width=5.5 Min Req=2.6 Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.802 H Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.882 Bearing M is a rigid surface. Spacing:24.0" C&C Dist a:3.94 ft Rep Fac:Yes Max Web CSI: 0.876 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 602-2550 D-E 563 -1957 Lumber C-D 545-1955 E-F 651 -2617 Top chord 2x4 HF#2 Bot chord 2x4 HF#2:B2 2x4 HF#1&Bet.: Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W4,W5,W6 2x4 HF#2: Chords Tens.Comp. Chords Tens. Comp. Bracing M-L 2296 -501 J-I 2186 -419 L-K 2147 -428 I-H 2386 -547 (a)Continuous lateral restraint equally spaced on K-J 2147 -428 member. Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section M-B 846-2951 J-E 223 -666 301.5. C-J 215 -612 F-H 607 -2657 Wind D-J 1042 -214 Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind ��e°PROFs74.._ _t) aG%N Ftc /O 83294PE 9 13 OREGON V ``Ly 14,2e$ seen Tan's Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE /4161 drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN wCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of oroessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299048 T56 SPEC Ply: 2 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1549.27220 Truss Label: B CY / RTT 12/06/2018 I 5 5 2 Complete Trusses Required I- 2213" 9'11"4 14'8"12 18'8"12_I 22'2"8 I 27'3"5 32'2'7 37'5" 221 7'8'8 4'9'9 4' 3'5"12 5'0"13 4'11"1 5'2"9 =5X5 =5X7 _ 12 C D 5 ✓ " =H0514(SRS) E F 5X5 T4 =4X8 =4X8 H I in co co ic A 4B W2 .,, (a) - 11 T I 5'T esh ■■ - T W10 - M i =3X5(A1) -S R 0 P B2 0 M _ 1 I111.5X4 =3X12 5X7 N L B3 K J 880514 =5X10 =4X8 1113X7 1113X10(") I-2' A 35'5" A H 2712 78"8 4'9"8 4' 3512 I 5'0"13 4'11"1 I- 5'25 22"1 9'11"4 14'8"12 18812 22'2"8 27'3"5 32'2'7 37'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.474 M 890 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.803 M 526 240 S 2452 /- /- /- /190 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.104 C - - J 2967 /- /- /- /320 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:21.24 ft HORZ(TL): 0.250 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 S Brg Width=5.5 Min Req= 1.5 Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.831 J Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.946 Bearing S is a rigid surface. Spacing:24.0" C&C Dist a:3.74 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.875 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS,18SS VIEW Ver:16.01.000.0327.16 B-C 181 -2018 F-G 652 -6089 Lumber Plating Notes C-D 156-1803 G-H 402 -3717 D-E 284-2990 H-I 237 -2185 Top chord 2x4 HF#2:T4 2x4 DF-L#1&Bet.: All plates are 3X5 except as noted. E-F 518-5194 Bot chord 2x4 DF-L#2:B2 2x4 DF-L#1&Bet.: :B3 2x6 DF-L#2: (**)1 plate(s)require special positioning.Refer to Webs 2x4 HF Std/Stud:W2,W15 2x4 HF#2: scaled plate plot details for special positioning Maximum Bot Chord Forces Per Ply(lbs) :W9 2x4 DF-L#1&Bet.: requirements. Chords Tens.Comp. Chords Tens. Comp. :W10,W11 2x4 DF-L#2: Purlins R-Q 2624 -247 O-M 6174 -660 Bracing In lieu of structural panels use purlins to brace all flat Q-P 2624 -247 L-K 2281 -248 (a)Continuous lateral restraint equally spaced on TC @ 24"oc. P-O 5193 -518 member. Wind Maximum Web Forces Per Ply(lbs) Nailnote Wind loads and reactions based on MWFRS. Webs Tens.Comp. Webs Tens. Comp. Nail Schedule:0.131"x3",min.nails Right end vertical not exposed to wind pressure. S-B 135-1145 M-N 728 -99 Top Chord:1 Row @12.00"o.c. Left cantilever is exposed to wind B-R 1594 -138 M-G 2560 -269 Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. R-C 537 -14 M-L 3470 -374 Use equal spacing between rows and stagger nails R-D 118-1072 G-L 134 -1179 in each row to avoid splitting. D-P 1683 -151 L-H 1720 -185 IAD PRop E-O 481 2945 K-K 2567 ,278 Special Loads ,�' 041 --(Lumber DurFac.=1.15/Plate Dur.Fac.=1.15) 0 ��GINE. - 'G2 O-M 172-118877 I-J 156 -1396 TC:From 65 plf at 0.00 to 65 plf at 22.73 TC:From 33 plf at 22.73 to 33 plf at 37.42 �/ 83294PE g BC:From 20 plf at 0.00 to 20•If at 22.21 t� / BC:1265 lb Conc.Load at 22.73 BC: 228 lb Conc.Load at 23.42,25.42,27.42,29.42 31.42,33.42,35.42 OREGON Loading 13V `'/ty 14,2046 O Bottom chord checked for 10.00 psf non-concurrent d• 'gen Tar•t bottom chord live load applied per IRC-15 section 301.5. Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of 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 Ext bracing per BCSI.Unless noted atherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 63,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE'IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ,N n COMPANY truss in conformance with ANSI/TPI PI 1,or for handling.,shipping,installation and bracing of trussesA seal on this drawing or cover e listing this drawing,indicates acceptance of prome 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 5-ec.2. 8801 Folsom Blvd.,Suite 10i Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299046 T8 SPEC Ply: 1 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1549.49503 Truss Label: B1 CY / RTT 12/06/2018 271 74"4 11'11"4 12'1I8"12 16'8"12 22'2"8 27'3"5 32'2"7 375" 2'2"12 5'1"8 47" 9"B 4' 5'5'12 5'0"13 4'11"1 5'2"9 =5X7 5X5 D E 12 5 C .. : ,5 F10 G =4X8 I =4X5= 5X5 m 3610 7110/11.1.°1fr 0/1 N A �1�-11 a1 I =3X5(A1)1112X4 4U8 =3 T7 SH R Q a �� a —A =4X8 P N M L .H0615 =6X10 =5X5 1111.5X4 H-2' 1 35'5" 1 2713 51"84'7" 9" 4' 5'5'12 5713 4'11"1 '2" 59 2'2"12 7'4"4 I 11'11"4 112812 16'8"12 22'2"8 27'3"5 _I 32'2"7 37'5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.379 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 : 0.651 G 648 240 VERT CL Risk Category: VERT(CL): V 1753 /- /- /759 /47 /65 BCDL: 10.00 g ry:II Snow Duration:1.15 HORZ(LL): 0.104 D - - L 1498 /- /- /610 /63 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.258 D - - Wind reactions based on MWFRS Mean Height:21.66 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 V Brg Width=5.5 Min Req=2.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.919 L Brg Width=- Min Req=- Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.996 Bearing V is 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:3.74 ft Rep Fac:Yes Max Web CSI: 0.942 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 603-2315 G-H 924 -4318 Lumber C-D 655-2351 H-I 554 -2795 D-E 643-2109 I-J 554 -2795 Top chord 2x4 HF#2 E-F 699-2537 J-K 323 -1666 Bot chord2x4HF#2 F-G 957-3898 Webs 2x4 HF Std/Stud:W2,W17 2x4 DF-L Std/Stud: :W11,W12 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Bracing Chords Tens.Comp. Chords Tens. Comp. (a)Continuous lateral restraint equally spaced on member. U-T 2100 -601 R-Q 3896 -956 T-S 2208 -579 Q-0 4366 -937 Plating Notes S-R 3896 -956 N-M 1753 -344 All plates are 3X5 except as noted. Maximum Web Forces Per Ply(lbs) Loading Webs Tens.Comp. Webs Tens. Comp. Bottom chord checked for 10.00 psf non-concurrent V-B 451 -1642 O-H 1750 -425 bottom chord live load applied per IRC-15 section B-U 1987 -448 O-N 2748 -546 301.5. T-D 646 -160 H-N 324 -1316 Purlins E0 PROF T-E 162 -615 N-J 1365 -275 In lieu of structural panels use purlins to brace all flat FS E-S 1457 -301 J-M 299 -1222 TC 24"oc. '/ S-F 480-2239 M-K 2132 -413 Ui%y kr�G I N,e4 OZ Q-G 71 -677 K-L 302 -1456 Wind i(/ 83294PE Wind loads based on MWFRS with additional C&C Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind OREGON �y `LtY 14,20$ $$ell Tan's Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)few safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, a as applicable. Apply plates to each facetruss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to ALPINE' PL drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orofessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299029 T35 SPEC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1550.52090 Truss Label: B2 CY / RTT 12/06/2018 2712 74"4 12'4" 1 14'8"12 22'2"8 2775 32'3"5 375" 2'2"1 51"8 4'11"12 2'4"1 75"12 I 5713 411"15 51"11 5X5 D 12 6X10 =4X5 =4X5 =5X5 5 \ttE F T3 G H I J T i') ,-,.--3X7 coBN N I � Z -- 77 4 se li Z W10 I =3X5(A1)1112X4 1114XQP N, _ _ 8 =6X8=4X8 =H0612 =4X12 =5X5 K III 1.5X4 H 2' j 355" 1 271 51"8 4'11"12 1 2'41 7'5'12 5'0"13 4'11"15 5'1"11 2'2"12 T4"4 12'4" 14'8"i 22'2"8 27'3"5 32'3"5 375" I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.260 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.452 F 934 240 T 1694 /- 1- /769 /47 /82 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.077 L - - K 1492 /- /- /611 /67 /- Des Ld: 42.00 EXP:B HeiKzgh NA HORZ(TL): 0.194 L - - Wind reactions based on MWFRS Mean Height:21.74 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 T Brg Width=5.5 Min Req=2.4 Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.904 K Brg Width=- Min Req=- BCDL:6.0 psf Bearing T is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.916 RepFac:Yes Max Web CSI:0.965 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.74 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 565-2324 F-G 709 -3486 Lumber C-D 600-2316 G-H 442 -2291 D-E 625-2316 H-I 442 -2291 Top chord 2x4 HF#2:T3 2x4 DF-L#1&Bet.: E-F 718-2963 I-J 257 -1354 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: :W8,W10 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing (a)Continuous lateral restraint equally spaced on S-R 2108 -605 P-N 3516 -717 member. R-Q 2961 -717 M-L 1426 274 Q-P 2961 -717 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading T-B 430-1588 N-M 2290 -438 Bottom chord checked for 10.00 psf non-concurrent B-S 2005 -420 G-M 294 -1211 bottom chord live load applied per IRC-15 section D-R 1641 -323 M-I 1227 -238 301.5. R-E 341 -1916 I-L 292 -1214 Purlins E0 PROFS E-P 399 0 L-J 1893 -359 In lieu of structural panels use purlins to brace all flat '( � F s P-F 64 -700 J-K 294 -1451 TC @ 24"oc. �.0 ‘4G 1 N FF �O N-G 1493 -333 Wind 4/ ' 83294PE 41 9 Wind loads based on MWFRS with additional C&C i Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind OREGON AV SLY 14,20� el *sell Tao'N Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,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)t0'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 ^or B10, _ as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinaComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY pane listing this drawing indicates acceptance of orooessionaengineering responsibility solely for the design shown. The suability 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 this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:299053 T21 SPEC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DiwNo: 340.18.1551.18793 Truss Label: B3 CY / RTT 12/06/2018 2712 7'4"4 11'11"4 17'0"14 22'2"8 273"5 3275 37'5" I 2'2°1 51"8 4'7" 5'1"10 5'1"10 5'0"13 4'11"15 5'1"11 5DX5 E F =4G_ _5 H =4X5 =5XI � __ _ 12 _ 5 i.,„---- a ulp— o C 0/444 N 3X7 N in B o to A iMi. _ -...........Mmuffl 3X5(A1)1112X4 4X8 =3X7 =4XX5 P N, 0 =6X8 =8X8 5X5 K = III 1.5X4 F`2' 1 355" A 2'2"12 51"8 47" 51"10 51"10 50"13 411"15 51"11 2'2"1 7'4"4 11'11"4 17'0"14 22'2"8 27'3"5 32'3"5 37'5" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.209 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT CL: 0.356 F 999 240 Risk Category:II ( ) K 1492 /- /- /685 /46 /97 BCDL: 10.00Snow Duration:1.15 HORZ(LL): 0.067 L K 1492 /- /- /615 /68 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):0.161 L - - Wind reactions based on MWFRS Mean Height:21.66 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 T Brg Width=5.5 Min Req=2.4 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.451 K Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.637 Bearing T is a rigid surface. Spacing:24.0" C&C Dist a:3.74 ft Rep Fac:Yes Max Web CSI: 0.996 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 491 -2315 F-G 539 -2719 Lumber C-D 517-2350 G-H 357 -1904 D-E 517-2114 H-I 357 -1904 Top chord 2x4 HF#2 E-F 554-2644 I-J 209 -1148 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: :W13,W15 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes S-R 2100 -580 P-N 2739 -545 All plates are 3X5 except as noted. R-Q 2636 -558 M-L 1209 -223 Loading Q-P 2636 -558 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section Maximum Web Forces Per Ply(lbs) 301.5. Webs Tens.Comp. Webs Tens. Comp. Purlins T-B 391 -1584 G-M 268 -1083 B-S 1987 -355 M-I 1074 -208 In lieu of structural panels use purlins to brace all flat R-D 586 -59 I-L 280 -1203 TC@24"oc. R-E 96 -724 L-J 1744 -317 Wind ¢eO PROR S N-G 1106 -245 J-K 282 -1452 Wind loads based on MWFRS with additional C&C .( F�' N-M 1896 -358 member design. �� aG 1 Ne O Right end vertical not exposed to wind pressure. 4! 83294PE 9 Left cantilever is exposed to wind tr 0„,..-" �/ OREGON 15(, `LLY 14,20$ m 9-$eli Tan's Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o therwise,top chord shall have properly attached structural sheathing anbottom chord shall have a progeny attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join£Details, unless noted otherwise. (tefer tc ALPINE- Alpine, drawings 160A-Z for standard plate positions. a division of ITW Building_1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN m5COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page_ listing this drawing indicates acceptance of ro essionat engineeringresponsibility solely for the design shown. The suitability and use of this arawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299069 T32 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1551.43763 Truss Label: B4 CY / RTT 12/06/2018 Z1"12 8'4"8 13'11"4 18'0"14 22'2"8 _ 29'1"7 360"7 I 37F211 62"12 5'6"12 41"10 4'1"10 610"15 611" 14 =5XX5 E 1111.5FX4 C---4X5 6X18 x - 0 m e IIIi�J -r- 5 i12 t C W1 W1 N N io 3X7 .1141111111111Ssssolop. co b (a) t (a) i° io B (O A -a 111:1 a a ii o�, i .. - = Iri i I =3X5(A1) N5 !.. 1112X4 1114X8 R Q P — L 6X8 M L K 1111.5X4 =8X8 III H0312 -2' A 35'5" 1 Z1"12 6712 66"12 4'1"104'1"10 6'10"15 611" 1'4"I9 2'1"1 8'4"8 1311"4 18'0"14 I 22'2"8 29'1"7 36'0"7 37'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.203 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.350 F 999 240 T 1690 /- /- /785 /50 /104 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.059 L - - K 1715 /- /- /612 /73 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:22.07 ft HORZ(TL): 0.143 L - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 T Brg Width=5.5 Min Req=2.4 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.938 K Brg Width=- Min Req=- Bearing T is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.585 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.74 ft Rep Fac:Yes Max Web CSI: 0.886 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 B-C 513-2447 F-G 508 -2664 Lumber C-D 516-2323 G-H 508 -2664 D-E 522-2522 H-I 315 -1767 Top chord 2x4 HF#2 E-F 510-2673 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: :W11,W13 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing S-R 2200 -589 P-N 2550 -496 (a)Continuous lateral restraint equally spaced on R-Q 2200 -589 M-L 392 -62 member. Q-P 2125 -492 Plating Notes All plates are 3X5 except as noted. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading T-B 403-1569 N-M 1731 -286 Bottom chord checked for 10.00 psf non-concurrent B-S 1993 -347 H-M 309 -1393 bottom chord live load applied per IRC-15 section C-Q 115 -411 M-I 1892 -308 301.5. D-P 694 -44 I-L 314 -1595 Purlins op PROR S P-E 84 -563 L-J 1739 -275 FS F-N 114 -473 J-K 290 -1727 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. � ��8 ,29N4PE�� 'Oy N-H 1132 -244 Wind 9 Wind loads based on MWFRS with additional C&C Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind .e3 OREGON 4 `111-1•14,26 Q! *Sell Tan c Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN W COMPANY truss in conformance with ANSI/IPI 1,or for handling,shiITWpping,installation and bracing of trussesA seal on this drawing or cover pagge listing this drawing indicates acceptance of prolessionaj engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPi 1 Sgec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299064 T52 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1551.59487 Truss Label: B5 CY / RTT 12/06/2018 6'4"8 13'11"4 19'5"12 i 2575 3074 355" I 6'4"8 I- 7'6"12 5'6"8 59"9 I- 4'11"14 h 51"12 I III1.5X4 =5X7 =5X5 T : D E 12 5 3X5 ,3X5 T1 W6 F B (a) . 3X5 llnr,.. G AXS 441111111111 '(a) W4 ,T, e W2 _ t Q•it P 0 N l iii � klibill:4X8 F 1113X7 =4X8 =3X5 =3X7 M' — ►: =6X8 =4X12 =4X8 1113X7 1111.5X4 1 35'5" 1 54"8 7'6"12 6'3"4 57134'11"14 5'1"12 I 6.4"8 13'11"4 20'2"8 I- 253"5 1- 30'3"4 355" 1 Loading Criteria(pst) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.208 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.336 E 999 240 Q 1650 /- /- /645 /72 /88 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.070 I - - I 1620 /- /- /658 /71 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.156 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:22.49 ft Code/Misc Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req=2.7 TCDL:4.2 psf I BrgWidth=- Min Req- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.721 - Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.752 Bearing Q is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.54 ft Rep Fac:Yes Max Web CSI: 0.535 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 573-2873 E-F 590 -2554 Lumber B-C 540-2405 F-G 564 -2676 C-D 557-2093 G-H 550 -2717 Top chord 2x4 HF#2:T1 2x4 HF#1&Bet.: D-E 643-2458 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W4,W6,W9,W14 2x4 HF #2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing P-O 2609 -453 N-L 2161 -336 (a)Continuous lateral restraint equally spaced on O-N 2609 -453 K-J 2487 -460 member. Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section A-Q 382-1594 D-L 893 -224 301.5. A-P 2543 -462 L-K 2395 -409 Purlins B-N 168 -563 J-H 2446 -434 N-C 438 -61 H-I 375 -1571 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C �`CO NAGINFtc %YIIG member design. 83294PE 9 OREGON A4 `10 14,20$ *self Tan'., Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN rtW COMPANY truss in conformance with ANSITfPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance ofro essionall engineerinresponsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:299072 T42 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1545.03660 Truss Label: C CY / RTT 12/06/2018 2'2"1 7'11"4 12'9"4 1719" 22'8"12 27'6"1233'3"4 35'6"II 2'2"1 5'8"8 4'10" 4'11"12 4'11"12 4'10" ' 58"8 2'2"1 12 =6X6 =3X5 III 1.5X4 =3X5 =6X6 5 D E T2 F G T13 `‘i ,4X12 ) P�1 r4X12 i- B W4 H `O A / W2 W12 74-1 tra III II. �- I 3X5(A1) Q P O N M L K J 1113X5 =6X8 4X8 =H0510=4X8 =4X8 =6X8 =3X5(A1) 1113X5 H 2' 1 31'6" j 2'-I 2'2"1 58"8 410" 4'11"12 4'11"12 4'10" 518"8 2'2"1 2'2"1 7'11"4 a 12'9"4 179" 22'8"12 27'6"12 33'3"4 35'6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.377 E 988 360 Loc R+ /R- /Rh /Rw /U /RL BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.638 E 583 240 Q 2614 /- /- /- /257 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.073 C - - J 2614 /- /- /- /257 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.99 ft HORZ(TL): 0.178 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req=3.9 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.891 J Brg Width=5.5 Min Req=3.9 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.695 Bearings Q&J are a rigid surface. Spacing:24.0" C&C Dist a:3.55 ft Rep Fac:Varies by Ld Case Max Web CSI:0.701 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 A-B 101 -390 E-F 712 -6401 Lumber B-C 472-4206 F-G 638 -5735 C-D 638-5736 G-H 472 -4207 Top chord 2x4 HF#2:T2 2x4 DF-L#1&Bet.: D-E 712-6401 H-I 101 -390 Bot chord 2x6 HF SS Webs 2x4 HF Std/Stud:W2,W4,W10,W12 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Special Loads Chords Tens.Comp. Chords Tens. Comp. --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-Q 386 -65 M-L 5790 -645 TC:From 65 plf at 0.00 to 65 plf at 7.94 Q-P 606 -62 L-K 3822 -424 TC:From 33 plf at 7.94 to 33 plf at 27.56 P-O 3822 -424 K-J 606 -62 TC:From 65 plf at 27.56 to 65 plf at 35.50 O-N 5791 -645 J-I 386 -65 BC:From 20 plf at 0.00 to 20 plf at 8.00 N-M 5791 -645 BC:From 10 plf at 8.00 to 10 plf at 27.50 BC:From 20 plf at 27.50 to 20 plf at 35.50 BC: 262 lb Conc.Load at 7.89,27.61 Maximum Web Forces Per Ply(lbs) BC: 228 lb Conc.Load at 8.00,10.00,12.00,14.00 Webs Tens.Comp. Webs Tens. Comp. 16.00,17.75,19.50,21.50,23.50,25.50,27.50 Q-B 300-2378 M-F 743 -79 Loading B-P 3340 -365 F-L 83 -614 Bottom chord checked for 10.00 psf non-concurrent C-O 2335 -259 L-G 2334 -259 botto301m chord live load applied per IRC-15 section ��¢ED PRO,R�`ss p_D 742 -613 H-J 3340301 -2378 Purlins ad In lieu of structural panels use purlins to brace all flat 83294PE R 9 TC @ 24"oc. i ,_ __ ®_____ _- Wind Wind loads and reactions based on MWFRS. OREGON Left and right cantilevers are exposed to wind Ar G SLY 14,q04 Q! $$ell Tan's Renewal 613W2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. Refer to A ILP N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page.. listing this drawing indicates acceptance of professional engineerinresponsibility solely for the design shown. The suitability and use of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 103 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299074 T9 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DmNo: 340.18.1554.35187 Truss Label: Cl CY / RTT 12/06/2018 2'2'1 9'11"4 151"3 _ 20'4"13 256"12 33'3"4 35'6" 2'2"1J 7'8"8 5'1"15 5'3"11 5'1"15 7'8"8 2'2"1� 12 —6X6 =3XX5 1111.5X4 =6X6 T 5 L r o n 4X5 4- B 4X5 G A �. 0/2 0/10 41 M m Flr ed El-- H 3X5(A1) 1112X40 =5 N5 =3X5 L =3X10 =5X5 �I=3X5 (A1) =4X5 2X4 1"2' 1 31'6" 1 2' 2'2"1 7'8"8 51"15 53"11 51"15 7'8"8 2'21 2'21 9'11"4 151"3 20'4"13 256"12 33'3"4 356" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.173 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.322 E 999 240 0 1512 /- /- /686 /38 /56 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.040 C - - I 1512 /- /- /686 /38 /- Des Ld: 42.00 EXP:B HeiKzght NA HORZ(TL): 0.106 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Mean 20.41 ft Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=2.1 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.840 I Brg Width=5.5 Min Req=2.1 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.620 Bearings 0&I are a rigid surface. Spacing:24.0" C&C Dist a:3.55 ft Rep Fac:Yes Max Web CSI: 0.496 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 457-2129 E-F 535 -2706 Lumber C-D 532-2679 F-G 457 -2129 D-E 534-2703 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2,W10 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading N-M 1942 -327 L-K 2712 -376 Bottom chord checked for 10.00 psf non-concurrent M-L 2712 -376 K-J 1941 -327 bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Purlins Webs Tens.Comp. Webs Tens. Comp. In lieu of structural panels use purlins to brace all flat O-B 410-1377 E-K 103 -495 TC @ 24"oc. B-N 1734 -233 K-F 973 -138 Wind C-M 950 -134 J-G 1733 -233 M-D 121 -500 G-I 410 -1377 Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind 0.0 PROPe.„ 'c<(' 0�5 �GINFt� �O 83294PE 7 OREGON A4 `LLY 14,20� b *sell Tar's Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o hherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the µ µCOMPANYtruss in conformance with ANSI Building Pl 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299076 T12 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1554.41870 Truss Label: C2 CY / RTT 12/06/2018 2'2"12 74"8 11'11"417'9" 23'6"12 28'1"8 33'3"4 35'6" 2'2"1 5'1°12 a's°12 I 59122I 5s°12 I- 4,6"12 I- 51°12 1 2'2"12 =5XX5 1111.5EX4 =5*5 12 , H 5 03X5 3X5 G CW6 W' COO 3X73X7 B H A y r y I 4..1 M III .. `1� 3X5(A1) 1112X4rl Q 0 J 1114X8 3X5= =3X5 =3X7 -3X5 1114X8 1112XX4=3X5(A1) I--2' A 31'6" A 2' 2'2"1 5'1"12 4'6"12 5'9"12 5'9"12 4'6"12 5'1"12 2'2"1 2'2"l T4"8 11'11"4 179" - 23 6"12 --I- 281"8 33'3.'4 35'6"I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.141 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.232 E 999 240 Q 1549 /- /- /689 /42 /67 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.040 J - - J 1549 /- /- /689 /42 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.096 J - - Wind reactions based on MWFRS Mean Height:20.82 ft NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Q Brg Width=5.5 Min Req=2.2 TCDL:4.2 psf J BrgWidth=5.5 Min Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.666 Req=2.2 BCDL:6.0 psf Bearings Q&J are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.497 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.55 ft Rep Fac:Yes Max Web CSI:0.864 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 452-1992 E-F 497 -2134 Lumber C-D 474-1971 F-G 474 -1971 Top chord 2x4 HF#2 D-E 497-2134 G-H 452 -1992 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W6,W8 2x4 HF#2: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading P-O 1796 -354 M-L 1771 -291 Bottom chord checked for 10.00 psf non-concurrent O-N 1771 -290 L-K 1796 -355 bottom chord live load applied per IRC-15 section N-M 1771 -290 301.5. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24"oc. Q-B 394-1439 M-F 570 -106 Wind B-P 1695 -314 K-H 1695 -314 D-M 570 -106 H-J 394 -1439 Wind loads based on MWFRS with additional C&C E-M 133 -615 member design. Left and right cantilevers are exposed to wind Ep PROFS oGINE- 94_ 83294PE 9 .�l OREGON ~4 SLY 14,2O Ali *sell Tan c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.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)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,87 or B10, _ as applicable. Apply lates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. D ^efer to ALPINE , drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building4,�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/ PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of professional engineerinresponsibility solely for the desjgn shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299078 T37 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1554.46937 Truss Label: C3 CY / RTT 12/06/2018 54"8 11'11"4 15'9" 19'6"12 I 26'1"8 31'3"4 33'6"I 5'4"8 6'6"12 3'9"12 3'9"12 6'6"12 5'1"12 2'2"12 5X5 III1.5DX4 =5X5 T 12 -0- 5 5 L 3X53X5 C,/ B F 4 FO 033X7 ',--,-4X8 G W2 17 fainillemmommom- i��` H 1 1 Tr] wr m 0/_,1 P 0 N M L K J I 1113X7 )14X8 =3X5 = =3X5(A1) 3X5 =3X7 =3X5 1115X7 1112X4 1 31'6' 1 2'- 5'4"8 6'6"12 3712 3712 6'5'12 51"12 2712 5'4"8 11'11"4 15,9„ 19,6"12 26,1"8 - 31,3"4 I- 336„H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.133 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.219 D 999 240 P 1414 /- /- /574 /58 /76 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.044 I - - I 1602 /- /- /692 /57 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.100 I - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 21.24 ft Code/Misc Criteria CreepFactor:2.0 P Br Width=5.5 Min Re 2.3 TCDL:4.2 psf g q= Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.615 I Brg Width=5.5 Min Req=2.3 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.538 Bearings P&I are a rigid surface. Spacing:24.0” C&C Dist a:3.35 ft Rep Fac:Yes Max Web CSI: 0.953 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 482-2324 D-E 486 -1811 Lumber B-C 467-1964 E-F 476 -1938 C-D 486-1811 F-G 467 -2192 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Loading 0-N 2105 -375 L-K 1700 -281 Bottom chord checked for 10.00 psf non-concurrent N-M 1720 -267 K-J 1981 -373 bottom chord live load applied per IRC-15 section M-L 1720 -267 301.5. Purlins Maximum Web Forces Per Ply(lbs) In lieu of structural panels use purlins to brace all flat Webs Tens.Comp. Webs Tens. Comp. TC @ 24"oc. A-P 333-1367 L-D 54 -389 Wind A-0 2060 -389 J-G 1870 -340 B-N 137 -439 G-I 395 -1499 Wind loads based on MWFRS with additional C&C member design. Right cantilever is exposed to wind �4i L PROFFss c�5 aGINFtc 1O + 41 t � 83294PE ,- fir m OREGON A` `v 14,20$ 0 *sell Tan's Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing anbottom chord shall have a properytr 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. Applplates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANnwcOMwNY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of ro-fessionaf engineering responsibility solely for the desi n shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299096 T40 HIPS Ply: 3 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1554.23213 Truss Label: C4 CY / RTT 12/06/2018 s 3 Complete Trusses Required 6'411 122"4 19'312 25'1"5I 31'0"8 33'6" 6'4"11 5'9"9 7'1"8 5'9"9 5'11"3 2'5"8 1116X8 =8X8 D T2 12 5 L.„--- 0 0 3X10 '-',3X5 C W, F 0.444 `o 3X77 444%Ili W301111"4 T3 6X12 A G i �' sma�H ai 0 N M L K J I 1012(E1) 1113X12 1118X10=H0612 =8X10 =_8X8 =4X5(A1) 1114X5(**) A- 316" A 2'---{ 64"11 59"9 71"8 5'9"9 511"3 2'58 , H -I6'4"11 12'2"4 19'3"12 25H '1"5 31'0"8 33'6" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.271 M 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.452 M 823 240 0 13237/- /- /- /564 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.063 C - - I 11775/- /- /- /679 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.148 C - - Wind reactions based on MWFRS Mean Height 21.32 ft NCBCLL:0.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 0 Brg Width=5.5 Min Req=4.7 Soffit: 2.00 BCDL:6:0 psf Bldg Code: IRC 2015 Max TC CSI: 0.948 I Brg Width=5.5 Min Req=3.8 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.939 Bearings 0&I 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:3.35 ft Rep Fac:Yes Max Web CSI: 0.994 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 A-B 371 -8367 E-F 339 -6684 Lumber B-C 366-8348 F-G 402 -6957 Special Loads C-D 331 -7034 G-H 63 -1053 Top chord 2x6 DF-L#2:T2 2x4 DF-L#1&Bet.: ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) D-E 304-6558 :T3 2x4 DF-L#2: TC:From 65 plf at 0.00 to 65 plf at 19.18 Bot chord 2x8 DF-L SS TC:From 33 plf at 19.18 to 33 plf at 25.50 Webs 2x4 HF Std/Stud:W3,W4 2x4 HF#2: TC:From 65 plf at 25.50 to 65 plf at 33.50 Maximum Bot Chord Forces Per Ply(lbs) :W5 2x4 DF-L Std/Stud: BC:From 20 plf at 0.00 to 20 plf at 2.50 Chords Tens.Comp. Chords Tens. Comp. :W8 2x4 DF-L#2: BC:From 10 plf at 2.50 to 10 plf at 25.50 :Lt Slider 2x4 HF#2:BLOCK LENGTH= 2.000' BC:From 20 plf at 25.50 to 20 plf at 33.50 A-N 7590 -331 K-J 6375 362 PLB:1578 lb Conc.Load at(2.50,18.04),(11.50,18.04) N-M 7536 -330 J-I 1307 78 Nailnote PLB:1621 lb Conc.Load at(4.50,18.04) M-L 6083 -307 I-H 1007 -59 Nail Schedule:0.131"x3",min.nails PLB:1683 lb Conc.Load at(6.50,18.04) L-K 6083 -307 Top Chord:1 Row @12.00"o.c. PLB:1742 lb Conc.Load at(8.50,18.04) Bot Chord:2 Rows @ 4.00"o.c.(Each Row) PLB:1801 lb Conc.Load at(10.50,18.04),(13.50,18.04) Maximum Web Forces Per Ply(lbs) Webs :1 Row @ 4"o.c. PLB:1620 lb Conc.Load at(15.50,18.04) Webs Tens.Comp. Webs Tens. Comp. Repeat nailing as each layer is applied.Use equal PLB:1715 lb Conc.Load at(17.50,18.04) spacing between rows and stagger nails in each row PLB:1492 lb Conc.Load at(19.50,18.04),(21.50,18.04) N-C 1350 -12 E-K 2051 -104 to avoid splitting. PLB:1498 lb Conc.Load at(23.50,18.04) C-M 33-1195 J-G 5174 -290 PLB:2967 lb Conc.Load at(25.50,18.04) D-M 2453 -84 G-I 209 -3307 Plating Notes M-E 617 0 (**)1 plate(s)require special positioning.Refer to ,�((,¢`G0 PRO,Rcsd' scaled plate plot details for special positioning requirements. ' .AG%NE , i0 �? Purlins 83294PE y In lieu of structural panels use purlins to brace all flat /IC �- Wind OREGON Wind loads and reactions based on MWFRS. Right cantilever is exposed to wind s -LY 14,20 �� $el, • Tar- Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properyfr y attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. 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 COMPANY truss in conformance with ANSITTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proessronaf engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sgec.2. 8801 Folsom Blvd.,Suite 10i Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298980 T51 HIPS Ply: 1 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DiwNo: 340.18.1548.43870 Truss Label: D CY / RTT 12/06/2018 , 2'2"12 , 7'11"4 12'4" 16'8"12 22'8" H 2'2"12 5'8"8 4'4"12 4'4"12 5'11"4 =4X5 I111.5DX4 4X5 12 5 � 7 0 c Cg T3 n �4X8 co B 4X8F 11011 W2 W8 ♦ T `�' A " 0 I I 1.- `1, '1 2X4(A1) L 1112X41114X8 =4X8 =4X5 =4X8 III3X7(�**) I-2' 1. 20'8" 1 , 2'2"12 , 5'8"8 4'4"12 4'4"12 5114 2'2"12 7'11"4 12'4" 16'8"12 22'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.123 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.209 D 999 240 L 1838 /- /- /- /197 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.023 C - - G 1616 /- /- /- /182 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.056 C - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:20.82 ft TCDL:4.2 psf Code/Misc Criteria CreepFactor:2.0 L Brg Width=5.5 Min Req= 1.6 G BrgWidth=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.916 Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.673 Bearing L is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.958 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 339-2751 D-E 387 -3172 Lumber C-D 387-3172 E-F 347 -2838 Top chord 2x4 HF#2:T3 2x4 DF-L#2: Bot chord 2x6 DF-L#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud:W2 2x4 DF-L Std/Stud: Chords Tens.Comp. Chords Tens. Comp. :W8 2x4 HF#2: L-K 411 -47 J-I 2538 -306 Special Loads K-J 2456 -297 I-H 2538 306 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 7.94 Maximum Web Forces Per Ply(lbs) TC:From 33 plf at 7.94 to 33 plf at 16.73 Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 16.73 to 65 plf at 22.67 L-B 247-1667 E-H 379 -29 BC:From 20 plf at 0.00 to 20 plf at 7.95 BC:From 10 plf at 7.95 to 10 plf at 16.72 B-K 2169 -255 H-F 2514 295 BC:From 20 plf at 16.72 to 20 plf at 22.67 C-J 898 -111 F-G 211 -1570 BC: 490 lb Conc.Load at 7.95,16.72 J-E 784 -100 BC: 228 lb Conc.Load at 10.00,12.00,12.67,14.67 Plating Notes (**)1 plate(s)require special positioning.Refer to 4�0 scaled plate plot details for special positioning PRop requirements. ,((Cr Sw/ 4y ��,1NF� p Loading t'[l� (G 83294PE Bottom chord checked for 10.00 psf non-concurrent CC bottom chord live load applied per IRC-15 section �� Purlins OREGON In lieu of structural panels use purlins to brace all flat TC @ 24"oc. A4 SLY 14,2O04 Wind $'4t'li Tar C Wind loads and reactions based on MWFRS. Renewal 6/30/2020 Left cantilever is exposed to wind 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face truss and position as shown above and on the Joint-DDetails, unless noted otherwise. Defer to ALPINE' I drawings 160A-Z for standard plate positiof ons. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the us wco COMPANY truss in conformance with ANSI/TPI 1, or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing indicates acceptance of pro fesstonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10-, For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 I SEQN:47060 T20 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1546.43497 Truss Label: E CY / RTT 12/06/2018 374 vI 5'11"4 0, 8'8"12 12'6"4 14'8" 1 3�9 4 2,2„ 2,9„8 3�9 8 2192 12 -4X5 ----4X5 T5 %3X5 z r Ito 3XE5 N ""1 A --H Pis :` F 2X4(A1) J -3X5 =3H7 G =2X4(A1) 1111.5X4 III 1.5X4 I- 3'6'8 j 9'1"8 1 2' I F 3'9"4 4 52'2' 88"12 2'6 4 I- 14'8'ZT8 378 ? 7 3'9" - '11 "4 e� �' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.011 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.016 J 999 240 J 1160 /- /- /11 /50 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 C - - G 794 /- /- /6 /48 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.004 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 J Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.280 G Brg Width=3.5 Min Req= 1.5 Load Duration:1.15 TPI Std: 2014 Max BC CSI: 0.243 Bearings J&G 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: 0.421 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.00.1016.20 B-C 112 -465 D-E 89 -757 Lumber C-D 74 -649 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4:HF Standard+HF Stud: Chords Tens.Comp. Special Loads I-H 408 -98 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per PI TC:From 65 plf at 0.00 to 65 plf at 5.94 y(lbs) TC:From 33 plf at 5.94 to 33 plf at 8.73 Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 8.73 to 65 plf at 14.67 J-B 92-1068 H-E 674 -62 BC:From 20 plf at 0.00 to 20 plf at 7.33 B-I 825 -48 E-G 86 -699 BC:From 10 plf at 7.33 to 10 plf at 8.72 BC:From 20 plf at 8.72 to 20 plf at 14.67 C-H 387 -36 BC: 335 lb Conc.Load at 5.95,8.72 BC: 140 lb Conc.Load at 7.33 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. ��eO PROpL,... Purlins •� �GIN,F . 14%O In lieu of structural panels use purlins to brace all flat �O 83294PE Z TC @ 24"oc. 9 Wind loads and reactions based on MWFRS. Left and right cantilevers are exposed to wind .el OREGON ~S `ZtY 14,20$ ID $bell Tan c Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc, **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and'SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown 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 drawings160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANITW pw truss in conformance with ANSI/TR1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessionaT 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, Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299006 T26 COMN Ply: 1 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1546.46660 Truss Label: El CY / RTT 12/06/2018 3'9"4 o 7'4" 12'6"4 14'8" 3'9"4 3'6"12 5'2"4 2'1"12 4X5 C 12 5 3X5 v 1010' 3D 411 y1 A' —a- p G, _E 2X4(A1) H G F =2X4(A1) III 1.5X4 -- 3X7 III 1.5X4 3,6„8 1 9,1„8 ,, 2'_-- 3'9"4I 3'6"12 5'2"4 2'1"12 3'9"4 7'4" 12'6"4 14'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.013 H 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.021 H 999 240 H 786 /- /- /380 /- /39 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - F 585 /- /- /265 /- /- EXP:B Kzt:NA • Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.005 B - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 H Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.340 F Brg Width=3.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.161 Bearings H&F are a rigid surface. Re Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Fac:Yes Max Web CSI: 0.232 FT/RT:2 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any (0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 378 -211 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud H-B 307 -691 D-F 243 -495 B-G 456 -183 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind 4'1- PROF-ss 83294PE 9 OREGON 134, `LLP 14,26 e er *Sell Tan c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANm,COMPANY truss in conformance with ANSI/TP1 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fessronaf engineering responsibility solely for the design shown. The suitability and use of this yita awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10) For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298905 T59 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1554.50270 Truss Label: FG1 �� CY / RTT 12/06/2018 ' 1'11"12 a•U•q 6.0••q 80'q 10.0 n 1212'01,8•'15 t,7 '7 1 2• I 2• I 2 .•I 2. I 2• H 2 111 3 so e, M6 t2X4(D8R)� � • I I 12.8"15 F7i'11 17240"4 60'4 80"4 0.0.14 2'Oi�•,11 2'7' '178°15 Loading Criteria(pot) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - :VERT CL 0.000 H 999 240 Category:NA VERT(CL): A* 2 /" /- /- /- /- BCDL: 10.00 g ry Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=152 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 HORZ(TL): 0.000 H - - Bearing A is a rigid surface. NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.006 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:M4,M5,M6 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 00 PROp Sr �GiNFF yO " 83294PE .!� OREGON IV4 ''LY 14,266'► *sell Tao* c Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling',shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftruss and position as shown above and on the Join-Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro-fessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:w,vw.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298907 T45 HIP_ Ply: 1 Job Number. 1018118 Gust:R7175 JRef: 1 WGN71750006 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1554.52047 Truss Label: FG2 CY / RTT 12/06/2018 2041I 8"8 '0" 1'11"12 474 64 8.0..4 9.9'.88, 8 2. I 2' 2• I 1,9,41 FG 12 13 V Wi x2X4(D8R) A Al HI h 99"8 I 8 2' 2' 2' 1'9•'4q1, ��8 1'11"2 4.0..41 6.0..41 8'0 41 9�9:81 1 2.0"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed:NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.000 E 999 240 A* 2 /- /- /- /- /- BCD L: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=117 Min Req=- Des Ld: 42.00 EXP:NA Kzt:NA HORZ(TL): 0.000 E - - Bearing A is a rigid surface. Mean Height:NA ft NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.003 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W1,M4 2x4 HF#2: Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. 4 PROF . O*E° OG1Nt' �O 83294PE 9 OREGON tv416 e 0 14,2O e *sell Tani Renewal 6/3W2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.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,byt TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathinq and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of orofessionaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298924 T10 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1554.54103 Truss Label: FG3 CY / RTT 12/06/2018 4 2' 4'4"3 6'8'6 8,8•,2 ars d"4 1'11"12 2'4"3 2'4"3 1'11"12 d"4 =3X5 _ Alk D /Ilk m v iiEo a02X4i 1 �2X4(D8R) i i i iiiiL. I 8'8'2 I iora 1'11"12 2' 18,•6,I 2' I 1'11"12 1(4 "4 2' 4' 4'8"8 6'8"6 8'8"2 88"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: NA mph Pf.21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - :VERT CL 0.000 K 999 240 Category:NA VERT(CL): A* 2 /- /- /- /- /- BCDL: 10.00 g ry Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=104 Min Req=- EXP:NA Kzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL):-0.000 H - - Bearing A is a rigid surface. NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.001 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. ,fie .D PROp 0..5 �GINF �O _£r 83294PE 41 9 OREGON 11(� `1 4.Y 14,034 e, s$en Tan's Renewal 6/3W2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCS!.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing oftrussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro-fesstonai engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298926 T68 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1554.55747 Truss Label: FG4 CY / RTT 12/06/2018 '4 2' 4,0°12 66" 7612 9'6"8 9'"12 d"4 1'11"12 2'0'12 1'5"4 2'0"12 1'11"12 d"4 ----4X5 =4X8 s 4lh , 9.6"8 H '4 111"12 56"12 1'11"124 d"4 2' 76"12 9'6"8 tt"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.000 J 999 240 A* 2 /- /- /- /- /- BC D L: _BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=114 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 HORZ(TL):-0.000 G - - Bearing A is a rigid surface. Mean Height:NA ft NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.001 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. mop PROFS c,o 1GINFF t 4r 83294PE ° 9 .e3 OREGON SLY 14,26$ ,Q V *eel!Tar- Renewal 8/3012020 12/06/2018 **WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ,4LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN Rw COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thisdrawingdrawing, or any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10-i Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298929 T49 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.06927 Truss Label: FG5 CY / RTT 12/06/2018 3:4 7 4' 59••14 55'124 8.1'104 9'3.10 4 1'11"12 2• 19°14 1'2'14 1 15••14 12.1 E —4 F \w x5('•) 1z IV 13 6 q ,n ip it2x4(DBR) (- �k J 05x5 93••10 4 1.1112 i 1'11"7 i 1'47 2'7•'15 1'3"13 '4 2' 3'11.7 59"14 I 7'11"14 9'3"10 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.010 H 999 240 A* 4 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - A Brg Width=47.4 Min Req=- EXP:NA Kzt:NA Des Ld: 42.00 HORZ(TL): 0.021 H - - Bearing A is a rigid surface. NCBCLL:0.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.017 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.011 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI: 0.004 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. (**)1 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of the hip trusses.See detail drawings HIPFRAME1014 or HIPFR1801014 for additional information. 4-''' PROp6.. Op �G 1 N F,c �O " 83294PE 41 9 lc /-- OREGON A4 `'LY 14,20# Al"elf Tan's Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlin 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 prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the av MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover e listing this drawing,indicates acceptance of propag essionaf engineerinresponsibility 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 7 Sgec.2. 8801 Folsom Blvd.,Suite 10 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298940 T33 HIP_ Ply: 1 Job Number. 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.08757 Truss Label: FG6 CY / RTT 12/06/2018 1'1" 2'7'12 4'7'12 6712 I 1'1" I 1'6"12 I 2' I 2' I -3X5 A C hk E' J H 6712-- - --I 712 2' 2' 2' 171 2'7'12 4'712 6x12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.000 C 999 240 J* 2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - J Brg Width=79.7 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 HORZ(TL):-0.000 B - - Bearing J is a rigid surface. Mean Height:NA ft Code/Misc Criteria CreepFactor:2.0 Members not listed have forces less than 375# NCBCLL:0.00 TCDL:NA psf Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.001 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.001 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of hip trusses.See detail drawing HIPFRAME1014 or HIPFR1801014 for additional information. -c(('op PROFS �.co _G%NE 'o 83294PE13 9 UM 13 OREGON `LLY 4 .14,2044 (8 *sell Tan's Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of oro-fessionai engineering responsibility solely for the design shown. The suiMbility 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 this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 i SEQN:299058 T48 HIP_ Ply: 1 Job Number. 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.13923 Truss Label: FJ7 CY / RTT 12/06/2018 2' 1H'I'12 1 10 4 I 4' 6' 8' 10' 12' 14' 16' 18' 20' 22' 23'9"3 i'.12 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 1'9"3 A -=-5X5 5 G5 or 3X5 M at o o a- o 0 Ui o fl fl I a O N I /1 13 12 a a 0 If 0 a lr o a 11 c I Z P ,03X5 I 23'9"3 I li'12 2' 2' 2' 2' 2' 2' 2' 11111111 284 2' 193 I 1I1'12 1,10"4 4' 6' 8' 10' 12' 14' 16' 18'8"4 131p 22' 23'9"3 2' 20' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.036 N 999 240 Z* 3 /- I- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - Z Brg Width=224 Min Req=- EXP:NA Kzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL): 0.075 N - - Bearing Z is a rigid surface. NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.025 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.027 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.032 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of the hip trusses.See detail drawings HIPFRAME1014 or HIPFR1801014 for additional information. ,coEp PROpSS Op GINr� S/0 F ild 83294PE 9 m OREGON /3` �Lr 14,280% fy weeli Tar c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by,TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE' P drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN ITN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of rooessional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 10 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299056 T71 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.21357 Truss Label: FJ7B CY / RTT 12/06/2018 3'2" 588 22' 25''0111 2' 12 6' 8' 10' 12' 14' 15'9'9 18' -- 20' 2' 24 - 1 1 2' 1 2'9"7 2' 2' 2' 2' 1�9�.9 1 2.2..7 1 1 1'3" F. 2' 1 =3X5 M 03X5 03X5(^) C J 12 1 1 l} 6 6 n p m 13 f 3,3X5(-) �I r T AE 11 11 0- 0 0 0 ill 0 0 ft a a . A 13 V S 2 -5X5 =3X5 I 250"11 I I 2 24 26 28 2 1 2 2 2 2 2 2 20.6 2' 4' 6' 8' 10' 12' 14' 16' 18' 20' 22' 24'0"fi h—'1 250.11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: NA Pg:25.0 Ct: - CAT: - PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: NA mph Pf:21.2 Ce: - VERT(LL):0.000 - - 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:NA Lu: - Cs: - VERT(CL): 0.000 R 999 240 AE*2 /- /- /- /- /- BCDL: 10.00 Category:NA Snow Duration: - HORZ(LL):0.000 - - - AE Brg Width=288 Min Req=- EXP:NAKzt:NA Des Ld: 42.00 Mean Height:NA ft HORZ(TL): 0.001 0 - - Bearing AE is a rigid surface. NCBCLL:0.00 TCDL:NA psf Code/Misc Criteria Creep Factor:2.0 Members not listed have forces less than 375# Soffit: 2.00 BCDL:NA psf Bldg Code: IRC 2015 Max TC CSI: 0.002 Load Duration:1.15 MWFRS Parallel Dist:NA TPI Std: 2014 Max BC CSI: 0.001 Spacing:24.0" C&C Dist a:NA ft Rep Fac:No Max Web CSI:0.003 Loc.from endwall:NA FT/RT:2(0)/4(0) I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Plating Notes All plates are 1.5X4 except as noted. (**)2 plate(s)require special positioning.Refer to scaled plate plot details for special positioning requirements. Additional Notes This"Hip Frame"may be used in place of purlins on the hip plane to brace the flat top chord of the hip trusses.See detail drawings HIPFRAME1014 or HIPFR1501014 for additional information. ��e0 PROpSss,GINF,o9 ytp �83294PE ' p ac um ,/- .e� 4 SOREGON ~ LY 14,204 ... *Sep Tan Renewal 613012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,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 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown forpermanent lateral restraint of webs shall have bracin Installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANm,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of protessionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TP1 1 Sec.2. 8801 Folsom Blvd.,Suite 10i Sacramento,CA 95826 For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298986 T19 SPEC Ply: 1 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1547.02613 Truss Label: G CY / RTT 12/06/2018 2712 7'11"4I 11'11"4 14' 17'4" 22'6"4 _ 24'8" 2'2"12 5'8"8 4' 2'0"12 3'4" 5'2"4 2'1"12 =4X5 F -3X5 LI 3X5 E =4X5 =_4X12 I \3G _ 12 D iimilt 0 5 V 2 �7 `` H n n ,3X5 K -3X7 B2 M I =2X4(A1) T .\- io B 1111.5X4Zip I 1 0' A N aTi 2X4(A1) - 0 =35 =3X5 N 111___ 1111.5X4 1113X5 I---2' A 11'9"4 1 8'10'12 A 2'-1 2712 5'8"8 4' 2'0"12 , 3'4" I 5'2"4 2'1"12 2'2"12 7'11"4 11'11"4 14' 17'4" 22'6"4 24'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.022 N 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.037 N 999 240 0 987 /- /- /- /54 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 I - - L 1327 /- /- /- /90 /- EXP:B Kzt:NA L Des d: 42.00 HORZ(TL):-0.016 I - - I 563 /- /- /1 /- /- DesLd NCBCLL:10.00 Mean Height 15.00 ft TCDL:4.2 psf Code/Misc Criteria CreepFactor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.376 0 Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.411 L Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.428 I Brg Width=3.5 Min Req= 1.5 FT/RT:2(0)/4(0) Bearings 0,L,&I are a rigid surface. 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:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 115-1129 C-D 50 -489 Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2:B2 2x4 HF#2: Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Special Loads N-M 932 -92 M-L 489 -50 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 7.94 TC:From 33 plf at 7.94 to 33 plf at 11.94 Maximum Web Forces Per Ply(lbs) TC:From 65 plf at 11.94 to 65 plf at 24.67 Webs Tens.Comp. Webs Tens. Comp. BC:From 20 plf at 0.00 to 20 plf at 8.00 O-B 112 -870 D-L 106 -1052 BC:From 10 plf at 8.00 to 10 plf at 14.00 BC:From 20 plf at 14.00 to 20 plf at 24.67 B-N 849 77 L-K 16 467 BC: 262 lb Conc.Load at 7.89 N-C 521 -24 K-E 30 -441 BC: 228 lb Conc.Load at 8.00,10.00,11.94 C-M 54 -584 G-I 53 -470 D-M 847 -76 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section PROF 301.5. Fes Purlins ��5 OGINe4. tO In lieu of structural panels use purlins to brace all flat �f1/ 83294PE R y TC @ 24"oc. ' Wind loads and reactions based on MWFRS. OREGON Left and right cantilevers are exposed to wind C. 1)` SLY 14,20� <e,_ vii Tar c Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 p Component Safety Information,b TPI an SBCA) oping safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted Ottherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the xs INVCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pagqe listing this drawing, ita indicates acceptance of rofessronal engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298992 T17 SPEC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Oty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1547.13970 Truss Label: G1 CY / RTT 12/06/2018 7712 911"4 1311"4 17'4" 20'1012 24'8" I- IH 2'2"12 T8"8 4' - 3'4"12 3'6"12 3'9"4 =4X5 E m 4X5 1113X5 =-„,-3x5 D 12 ` �� o w 5 J �. G n T xr 3X5 =3X7 •H =2X4(A1) B 1.5X4 fo 4 W2 N A 1 II o ' i 2X4(A1) 11M L K 1111.5X4 =3X5 1113X5 -2' A 1174 __ _ * 7,4„4 1 3,6„8--i 2712 7'8"8 4712 34 3712 3'9"4 II-2'2"12 9'11"4 14' 17'4" 20'10"12 24'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 H 999 360 Loc R+ /R- /Rh /Rw /U /RL ' BOLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 H 999 240 M 763 /- /- /336 /- /66 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 K - - K 725 /- /- /338 /2 /- EXP:B Kzt:NA HORZ TL: 0.009 B - - H 860 /- /- /372 /- /- Des Ld: 42.00 Mean Height:15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf MB Width=5.5 Min Req1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.954 = TPI Std: 2014 Max BC CSI: 0.364 K Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 H Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.293 Bearings M,K,&H are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 88 -448 F-G 425 -200 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud:W2 2x4 HF#2: Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Loading M-B 248 -659 I-F 435 -147 Bottom chord checked for 10.00 psf non-concurrent C-K 127 -441 F-H 280 -755 bottom chord live load applied per IRC-15 section K-J 163 -378 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind "6013PROFS S S Srk�,INFF ?O 83294PE 46 9 OREGON 13, `T LY 14,20th e *sell Tan's Renewal 6/3112020 12/06/2018 **WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)kir safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANrrwCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proressionaf engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. 8801 Folsom Blvd.,Suite 101 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298994 722 SPEC Ply: 1 Job Number: 1018118 Cost:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1547.22367 Truss Label: G2 CY / RTT 12/06/2018 17'4"II 1'4"12 2712 778 11'11"4 14' 15'11''41 20'1012 247 I 2'2"12 5'2"12 4'5"12 2'0"12 1'11"4 I 3712 374 =4X5 =4X5 1111.5X4 G D =4EXX5 III4X5 `� ��'' 3X5 A a O H 51 ,.,. .— c5 E, C co re ,3X5 L =3X7 9 J =2X4(A1) B 111.5X4 to A '. N 2X4(A1) `-P 0 N M7 1111.5X4 =3X5 =3X5 1113X5 I—2' A 1174 A 7'4"4 A 3'6.8--{ 2712 5212 4'512 2712 3'4" 3'612 374 2212 75"8 11'11''4 14' I 17'4" 20'10"12 24'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 J 999 240 p 744 /- /- /338 /- /66 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.006 J - - M 713 /- /- /340 /- /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.014 J - - J 849 /- /- /377 /- /- NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.421 P Brg Width=5.5 Min Req= 1.5 Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.222 M Brg Width=5.5 Min Req= 1.5 RepFac:Yes Max Web CSI: 0.274 J Bring Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Bearings P,M,&J are a rigid surface. Loc.from endwall:Any FT/RT:2(0)/4(0) Members not listed have forces less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Chords Tens.Comp. Chords Tens. Comp. Lumber B-C 146 -653 H-I 423 -198 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading O-N 535 -158 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins P-B 234 -651 D-M 118 -465 In lieu of structural panels use purlins to brace all flat B-O 505 -81 K-H 411 -142 TC @ 24"oc. C-N 148 -467 H-J 284 -745 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to windy�`1�Eo PROFS S 8 �lil�` ,�83'204PE .41 /O2 9 OREGON /3. V1-Y14,20# Q! $$ell Tar c Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA for safe (503)357-2118 Ext v ) to have properlyces prior c performingstthese sheathingons. Installers cs chord shall av temporary bracing per BCSI.Unless noted o"therwise,top chord shall attached structural and bottom have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro ssionat 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 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298996 T2 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1547.31770 Truss Label: G3 CY / RTT 12/06/2018 22'12 75"8 13'11"4 16712 , 20'10"12 22'8" 2'2"12 5'2"12 6'5"12 2'9"8 4'2" 1'9"4 4X5 =4X5 D E S 3X5 2 F 5 I::,'" ,,3X5 4, ,3X5 riiiiiiiii. c., _vi 0 0 010 1.11111111111 C �� ,3X5 K =3X5= 3XX5 1111.5X4 B t B io '� N A I 41 0 2X4(A1) N M L11 III 1.5X4 =3X5 =4X5 113X5 I---2' j 1174 1 74"4 j 1'6"8—{ 2212 5212 678 2712 , 47 1 9 4 j 2'2"12 7'5"8 14' 16'8"12 20'10"12 1 22'8" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.016 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.025 C 999 240 N 698 /- /- /341 /- /68 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.004 K - - L 799 /- /- /362 /- /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.010 D - - I 509 /- /- /237 /- /- NCBCLL:10.00 Mean Height 15.00 ft Code/Misc Criteria Creep Factor:2.0 Wind reactions based on MWFRS TCDL:4.2 psf N Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.640 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.371 L Brg Width=5.5 Min Req= 1.5 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.677 I Brg Width=5.5 Min Req= 1.5 Loc.from endwall:Any FT/RT:2(0)/4(0) Bearings N,L,&I are a rigid Members not listed have forces es less less than 375# GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Chords Tens.Comp. Lumber Top chord 2x4 HF#2 B-C 132 -660 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Loading M-L 567 -166 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins N-B 228 -611 L-K 108 -467 In lieu of structural panels use purlins to brace all flat B-M 619 -101 F-I 180 -429 TC@24"oc. C-L 196 -657 Wind Wind loads based on MWFRS with additional C&C member design. Left and right cantilevers are exposed to wind Efl PROFL� s C�`y "GiNF . `r�0 83294PE : y OREGON 11ce `lLY 14,20 AO O $$ell Tan t Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to A IPL N E drawings 160A-Z for standard plate positiof ons. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANf MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover e listing this drawing indicates acceptance of prome engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299018 T24 HIPM Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1547.49010 Truss Label: H CY / RTT 12/06/2018 2'2"12 7'11"4 111"2 14'4"8 4'6"8 2,212 58"8 3,1"14 3,3.'6 -4X5 1111.5X4 =4X5 C - D EF 12 2 & - 5 F7 N r 3X5 5o ro B la iv I A I = - a°7 aa y ( ) g - =2X4 Al 1.5X4 =4X5 =5X7 1113X5 I11I'--2' 1 12'6"8 i 2'2"125'8"8 51"14 53"6 2212 I 711"4 11,1"2 • 14,4"8 f'6°8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.026 J 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.045 J 999 240 K 1084 /- /- /- /60 /- BCDL: 10.00 Risk Category:Il Snow Duration:1.15 HORZ(LL):-0.006 E - - G 1300 /- /- /- /112 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.014 E - - Wind reactions based on MWFRS Mean Height 15.00 ft K B Width=5.5 Min Re NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 r9 q= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.384 G Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.308 Bearing K is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.653 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 B-C 125-1307 D-E 84 -939 Lumber C-D 85 -940 Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Plylbs Bot chord 2x6 DF-L#2 (lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Special Loads J-I 1106 -102 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Plylbs TC:From 65 plf at 0.00 to 65 plf at 7.94 ( ) TC:From 33 plf at 7.94 to 33 plf at 10.00 Webs Tens.Comp. Webs Tens. Comp. TC:From 65 plf at 10.00 to 65 plf at 14.54 K-B 116 -943 I-E 1295 -116 BC:From 20 plf at 0.00 to 20 plf at 7.95 B-J 968 -84 E-H 101 -1009 BC:From 10 plf at 7.95 to 10 plf at 10.00 J-C 403 BC:From 20 plf at 10.00 to 20 plf at 14.54 -15 BC: 490 lb Conc.Load at 7.95 BC: 228 lb Conc.Load at 10.00 BC: 253 lb Conc.Load at 12.00,14.00 Loading Bottom chord checked for 10.00 psf non-concurrent Eo gROF bottom chord live load applied per IRC-15 section Q F 301.5. ��A� (j1FVF ss'O Purlinscy 83294PE�41 In lieu of structural panels use purlins to brace all flat 1c 0,„,,--- TC©24"oc. .,o00/'- Wind Wind loads and reactions based on MWFRS. OREGON Right end vertical not exposed to wind pressure. `Z/ty 14,20 0 Left cantilever is exposed to wind G°$Q' f Tah.N Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joints Details, unless noted otherwise. Refer to A ALPINE E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN ITW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of proesstonaf engineering responsibility solely for the desi n shown. The suability and use of this cawing 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 this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299027 T58 HIPM Ply: 1 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.28580 Truss Label: H1 CY / RTT 12/06/2018 2'2"12 71" 9'11"4 14'4"8 H6"8 2,2"12 4'10"4 2'10"4 4'5"4 '2" =4p5 1111.5E F ' 12 C 1111.5X4 •■ • 5 i/ cv t n v v38X5 v A y"1 0 • = 2X4(A1) J =3XG 7 -3X H 1111.5X4 F----2' 1 12'6"8 1 2712 4'10"4 7'3"8 2,2"12 7'1" 14,4"8 16"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Def/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.019 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.032 C 999 240 J 754 /- /- /368 /- /68 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 C - - G 507 /- /- /219 /11 /- Des Ld: 42.00 EXP:B fighKztt NA HORZ(TL): 0.012 C - - Wind reactions based on MWFRS Mean Height:15.00 ft J Brg Width=5.5 Min NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 Req= 1.5 G Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.325 Bearing J is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.485 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.343 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 143 -684 C-D 209 -650 Lumber Maximum Web Forces Per Ply(lbs) Top chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud J-B 227 -698 I-D 425 -112 Loading B-I 583 -59 D-H 213 -472 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. QROF Left cantilever is exposed to wind y F. 0�c0 �GiNEFI. %O 83294PE 9 OREGON 13� ` LY14,26� e• 'Sell Tani Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"thefwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listing this drawing,indicates acceptance of pro essronal engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299023 T55 HIPM Ply: 1 Job Number. 1018118 Cost R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.32203 Truss Label: H2 CY / RTT 12/06/2018 2712 71" 11'11"4 14'4"8 V'6"8 I- I2'2"12 4'10"4 4'10"4 =4X5 D 1111.5E F iL7 5 12 CS N Eq. N m Co 33X5 A �M =2X4(A1) '''K J I HG 1111.5X4 ---3X5 3X5 —3X5 I'—2' 1 12'6"8 1 27"12 4'10"4 410"4 2'5"4 2'2"12 71" 11'11"4 14'4"8 '6"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.016 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.028 C 999 240 K 745 /- /- /371 /- /82 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 H - - G 507 /- /- /229 /15 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.009 H - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:2.0 K Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf G Brg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.296 q Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.220 Bearing K is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.322 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 115 -688 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud J-I 585 -231 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) bottom chord live load applied per IRC-15 section Webs Tens.Comp. Webs Tens. Comp. 301.5. K-B 219 -654 C-I 155 -399 Purlins B-J 593 -57 D-H 224 -530 In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind • Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. ��so PROp .tr Left cantilever is exposed to wind s oo aG%NFF 'o .l(/ 83294PE 41 9 OREGON iilse nLY 14,20 4 *eel!Tar c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oytherwise,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. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of prooessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10) For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org:SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299008 T61 MONO Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.35513 Truss Label: J CY / RTT 12/06/2018 2'2"12 8'3"8 $'5'8 2'2"12 6'0'12 I' 1111.5X4 CD 12 5 [„--- 0 m 3B5 A i 3 0 ■ =I 2X4(A1) '—'G --3X5F E 1111.5X4 I^2' A 6'3'8 27"12 6'0"12 27"12 8'3"8 A"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.008 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.015 G 999 240 G 489 /- /- /258 /- /58 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.004 C - - E 251 /- /- /109 /17 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.013 C - - Wind reactions based on MWFRS Mean Height:15.00 ft G Brg Width=5.5 Min Re 1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.417 E Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.299 Bearing G is a rigid surface. RepFac:Yes Max Web CSI: 0.376 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. 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 ,`Q¢E>D PROFE`S'S 0%5 aGINFF �O _iv 83294PE 41 9 OREGON A4 `Lly 14.te,f' lb 1. wee!!Tat" Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT'* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of INV Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN NW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page,_ listing this drawing indicates acceptance of pro essiona 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 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299010 T54 MONO Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1 WGN71750006 FROM:IKE Qty: 7 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1555.43030 Truss Label: J1 CY / RTT 12/06/2018 1-' 2'2"12 43"8 4'5"8 2'2"12 2'0"12 121 1111.5X4 12 C D 5 3X5B1 N N L4A i M 2X4(A1) G !"---- FE 4X5 1111.5X4 2' 1 2'5"8 -I 2,2"12 2,0"12 2'2"12 4'3"8 2" "8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 G 999 240 G 380 /- /- /213 /- /30 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 D - - E 56 /-56 /- /14 /18 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL):-0.003 C - - Wind reactions based on MWFRS Mean Height 15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.115 E Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.048 Bearing G is a rigid surface. Re Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Fac:Yes Max Web CSI: 0.085 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. 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 soPROFF,s s o.� ao+NFk 'o X14 83294PE 9 /i� OREGON Ay SLY 14,210 �QJ ween Tan 4 Renewal 6/30/2020 12/06/2018 • **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by.TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginstalled per CSI sections B3,B7 or 810, as applicable. Applplates to each face oftrussand position as shown above and on the Joint-Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin .Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proessronal engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:47062 T43 MONO Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1601.22350 Truss Label: J2 CY / RTT 12/06/2018 3,1" , " 31" 2' 1111.5X4 12 5 V BC T 3X5 A 'rt Zip T I N NM ....._ nem Iiimminvi F►_ E D 3X5 1111.5X4 A 33" A 31" II 3'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-16 Pg:25.0 Ct: - CAT: - PP Deflection in loc L/defl IA Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pt 21.2 Ce: - VERT(LL):-0.001 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs: - VERT(CL):-0.003 C 999 240 F 261 /- /- /2 /12 /- BCDL: 10.00 Risk Category:II Snow Duration: - HORZ(LL):-0.001 C - - D 313 /- /- /2 /37 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.001 C - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:0.00 Code/Misc Criteria Creep Factor:2.0 F Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf D BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.167 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.143 Bearing F is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:No Max Web CSI: 0.038 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:18.02.00.1016.20 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4:HF Standard+HF Stud: Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 3.25 BC:From 98 plf at 0.00 to 98 plf at 3.25 BC: 45 lb Conc.Load at 2.33 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. ct PROF4'Ss95 G1NFF OO _A -i- _ 83294PE 9 .000". . OREGON /3(e `/0 14,20$ m We ell Tan-s Renewal 613W2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 488 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent ateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, blof as applicable. Applplates to each face truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prdtesslonaf engineering responsibility solely for the design shown. The suit-abiIity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SECA:www.sbcindustry.com;ICC:www.iccsafe.org SEAN:299117 T25 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1556.53953 Truss Label: K CY / RTT 12/06/2018 r11"4 12'9" 17712 256" 7,11"4 H '1 4,9"12 - 4,9"12 "! H T11"412 3 =5X610 1111.5X4 =5X10 C D T 2 e s AIII3X7 W2 vv, 1113X7 E CV I . -46,1 3'314 F �4X5(A6R)J 1111.5X4 =5X14 la- G 1111:X4 K M.4X5(A6R) =H0508 f-2' j 21'6" 1 2' - 7'11"4 4712 4712 7'11"4 7'11"4 12'9" 17'6"12 256" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.454 C 560 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.763 C 333 240 J 1841 /- /- /- /40 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.064 F - - K 1841 /- /- /- /40 /- EXP:B NA Des Ld: 42.00 HORZ(TL):TL: 0.153 F - - Wind reactions based on MWFRS Mean Height 15.00 ft ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 J Brg Width=3.5 Min Req= 1.6 TCDL:4.2 psf K Brg Width=3.5 Min Req= 1.6 Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.927 p Bearings J&K are a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.932 Rep Fac:Varies byLd Case Max Web CSI: 0.888 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): - - Wind Duration:1.60 WAVE,HS VIEW Ver:16.01.000.0327.16 A-B 116-4012 C-D 157 -5686 Lumber B-C 157-5686 D-E 116 -4013 Top chord 2x4 DF-L#1&Bet. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L 2400f-2.0E Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 HF Std/Stud:W2,W4 2x4 DF-L Std/Stud: :Lt Wedge 2x4 HF Std/Stud: A-I 3849 -106 G-F 3841 -108 :Rt Wedge 2x4 HF Std/Stud: I-H 3841 -108 F-E 3850 -106 Special Loads H-G 3841 -108 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 64 plf at 0.00 to 64 plf at 7.94 Maximum Web Forces Per Ply(lbs) TC:From 32 plf at 7.94 to 32 plf at 17.56 Webs Tens.Comp. Webs Tens. Comp. TC:From 64 plf at 17.56 to 64 plf at 25.50 B-H 2025 -52 H-D 2024 -52 BC:From 20 plf at 0.00 to 20 plf at 7.95 BC:From 10 plf at 7.95 to 10 plf at 17.55 BC:From 20 plf at 17.55 to 20 plf at 25.50 BC: 500 lb Conc.Load at 7.95,17.55 BC: 231 lb Conc.Load at 10.00,12.00,13.50,15.50 Loading Bottom chord checked for 10.00 psf non-concurrent 00 PRpFF bottom chord live load applied per IRC-15 section 4" IQs 301.5. �0 aGINt4. �0 Purlins 1(/ 83294PE 9 I lieu of struct ral•anels u; •urlins to bra all fla __mi / - _..� Wind Wind loads and reactions based on MWFRS. OREGON Left and right cantilevers are exposed to wind .t, 4 Ly 14,Zo1>A *sell Tart Renewal 6130!2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)kr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for ermanent lateral restraint of webs shall have bracingp ins-tailed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN frWcoMPANY truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pro esslonaT engineenn responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299119 T13 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1556.57310 Truss Label: K1 CY / RTT 12/06/2018 5' 9'11"4 15'6"12 22'9"8 11"8 5' 4'11"4 5'7"8 7'212 3, 12 -4X5 =5X7 T D ;3g7 Z T3 N =3X1 E F 3.14 A — _�� `I 'i 2X4(A1) L K J I HG 3X5 =3X7 =3X5 1114X8 1113X5 I—2' 1 20'11"8 1 2'2"127'8"8 5'7"8 7'2"12 2,2"12 I- 9,11"4 15,6"12 I- 22'9"8 22'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.107 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.181 D 999 240 L 1066 /- /- /456 /- /18 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.029 F - - G 872 /- /- /361 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.070 F - - Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 L Brg Width=3.5 Min Req= 1.5 G BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.874q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.580 Bearing L is a rigid surface. Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.827 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 443 -395 C-D 459 -1713 Lumber B-C 446-1806 D-E 419 -1845 Top chord 2x4 HF#2:T3 2x4 HF#1&Bet.: Bot chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Chords Tens. Comp. Loading A-L 405 -383 K-J 1749 -377 L-K 1564 -455 J-I 1749 -377 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. Webs Tens. Comp. Purlins L-B 719-2082 E-H 255 -805 In lieu of structural panels use purlins to brace all flat I-E 1623 -332 TC@24"oc. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind •,000 PROP 0G i rg o ? 5 � O ,,...44‘ 83294PE 83294PE 9 OREGON A 4 `tio 14,20°4 m *98e II Tan c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A ILP N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proTessronat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299121 T70 HIPS Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1557.05037 Truss Label: K2 CY / RTT 12/06/2018 6'6" 11'10"8137"8 19' 22'9"8 2'11"8 , " 5,4„8 1,9„ 5,4„8 - 66 3'9"8 3 ✓ 4 CS —4 DS T %4X 612 Z 5 ,-----3X5 co ?•.) 00113X10 FG A _ = IIIIIIIIIIIIIIIIIIIIIIIIIII'-IL T 314 az •a 1 = 118 2X4(A1) ''N M L K J I H 1 3X5 1111.5X4 =3X5 =5X12 1114X8 1113X5 1-2' 1 20'11"8 2'1"12 4'4"4 5'4"8 19" 5'4"8 3'9^8 - 2'1"12 6'6" 11'10"8 13'7"81 19' 22 '9"8 H „ A'11"8 Loading Criteria(pot) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefi U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.121 L 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.195 L 999 240 N 1136 /- /- /450 /- /20 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.035 I - - H 942 /- /- /364 /- /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.078 I - - Wind reactions based on MWFRS Mean Height 15.00 ft NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 N Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.688 H Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.768 Bearing N is a rigid have fo. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.898 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Top Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 417 -294 D-E 425 -1680 Lumber B-C 441 -1705 E-F 434 -1849 C-D 425-1580 Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. Chords Tens. Comp. Bracing N-M 1972 -467 L-K 1584 -362 (a)Continuous lateral restraint equally spaced on M-L 1973 -465 K-J 1805 -412 member. Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. Webs Tens. Comp. bottom chord live load applied per IRC-15 section N-B 685-2478 J-F 1763 -388 301.5. B-L 107 -449 F-I 252 -901 Purlins In lieu of structural panels use purlins to brace all flat TC @ 24"oc. Wind o PROP . Wind loads based on MWFRS with additional C&C S� member design. t� aG1NFl� /O Left cantilever is exposed to wind Oife 44/ 4. y 83294PE 9 OREGON 13V `Gty 14,2O$ fb eael!Ta 's n Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handlin shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building O ELIUS OR 97113 Component Safety Information,b TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)3 57-2118 Ext bracing per SCSI.Unless noted o herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appllates to each face oftruss and osition as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_1Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN trVY COMPANY truss in conformance with ANSI/I-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover me.. . listing this drawing indicates acceptance of professional"engineering responsibility solely for the desi n shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298998 T7 HIPS Ply: 1 Job Number. 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1557.19650 Truss Label: L CY / RTT 12/06/2018 2'2"12 7'11"4 9'6"12 154" 2,2„12 5,8„8 1'7"8 5,9„4 4X5 -4XX5 12 MI 5 N 3X5 =',-4X5 M B E 4:t A �! i 11 2X4(A1) 1111.5X4 4H5 =6G8 IIIr7 I-2' 1 13'4" 1 27"12 I 58"8 1.7"8 1 5.9"4 2'2"12 711"4 9'6"12 15'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in roc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.038 G 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.064 G 999 240 I 1221 /- /- /- /117 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.006 E - - F 1004 /- /- /- /105 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:19.99 ft HORZ(TL): 0.015 E - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 I Brg Width=5.5 Min Req= 1.6 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.643 F Brg Width=3.5 Min Req= 1.7 TPI Std: 2014 Max BC CSI: 0.386 Bearings I&F 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: 0.686 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 192-1555 D-E 194 -1585 Lumber C-D 164-1394 Top chord 2x4 HF#2 Bot chord 2x6 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 HF Std/Stud Chords Tens.Comp. Special Loads H-G 1344 -159 ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 65 plf at 0.00 to 65 plf at 7.94 Webs Tens.Comp. Webs Tens. Comp. From 33 plf at 7.94 to 33 plf at 9.56 TC:From 65 plf at 9.56 to 65 plf at 15.33 I-B 170-1070 G-E 1362 -156 BC:From 20 plf at 0.00 to 20 plf at 7.89 B-H 1173 -133 E-F 133 -949 BC:From 10 plf at 7.89 to 10 plf at 9.61 BC:From 20 plf at 9.61 to 20 plf at 15.33 BC: 262 lb Conc.Load at 7.89,9.61 BC: 228 lb Conc.Load at 8.00,9.50 Loading Bottom chord checked for 10.00 psf non-concurrent 30bottom chord live load applied per IRC-15 section 4'oO PROpk,. Qct Purlins NS OG1NF /O In lieu of structural panels use purlins to brace all flat LAI 83294PE�� 9 TC @ 24"oc. (C" /,-- Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind OREGON '73 `LtY 14.284 0C $$eII Tao - Renewal 8/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to Refer drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the ANRwCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of nroTessronal 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 this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299000 T4 SPEC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DnvNo: 340.18.1557.22900 Truss Label: L1 CY / RTT 12/06/2018 2'2"12 I 8'9" 15'4" 2'2"12 6'6"4 57" or 4X5(R1) 7 41* 12 5 1 " 3X5 3X5 ••,'- B p T A —. 1714 y11 — — 1 2X4(A1) G Fff E III 1.5X4 —3X7 1113X5 F—2' 1 13'4" 1 2,2"12 , 56"4 6'7" 2'2"12 8'9" 154" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.015 C 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.026 C 999 240 G 764 /- /- /358 /23 /46 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.003 D - - E 568 /- /- /231 /25 /- EXP:B Kzt:NA HORZ TL: 0.007 D - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.16 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf E Brg Width=3.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.820 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.343 Bearings G&E are a rigid rcesl surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.675 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 B-C 220 -680 C-D 231 -674 Lumber Top chord 2x4 HF#2 Maximum Web Forces Per Ply(lbs) Bot chord 2x4 HF#2 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 HF Std/Stud G-B 292 -669 F-D 495 -117 Loading B-F 522 -143 D-E 210 -512 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind *AO PROpSSS 0�5 _.GINt• 7O tel(/ 83294PE 9 ��/ OREGON 134 ''Ly 14,zoo C m eeell Tan Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)f0'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Exl bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE- Alpine, N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN frW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane, listing this drawing indicates acceptance of pro essiona 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 ANSI1TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 107 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinstorg;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298886 T11 EJAC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 39 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1544.43107 Truss Label: X CY / RTT 12/06/2018 2712 7'11"4 II- H 2,2"12 5'8"8 1111.54 'C 12 5 N 365 F- I A 2X4(A1) E D 1113X5 1111.5X4 f- 2' j 511"4 1 2,2"12 , 58"8 H 2'2"12 7'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.005 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.009 E 999 240 E 470 /- 1- /249 /- /68 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.001 B - - D 228 /- /- /93 /31 /- Des Ld: 42.00 EXP:B Kzt:NA HORZ(TL): 0.004 B - - Wind reactions based on MWFRS NCBCLL:10.00 Mean Height 19.99 ft Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf D BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.367q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.243 Bearing E is a rigid surface. Re Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft P Fac:Yes Max Web CSI: 0.312 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. 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 A,¢Eo PRop., 83294PE 9 ., /./ .r� OREGON ~4 `bar 14,2Sb Qy Sell Tan's Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byy TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinginsalled per BCSI sections B3,B7,_or B10, as applicable. Applplates to each face of truss and position as shown above and on the JointfDetails, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_1 Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN my COMPANY truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA peal on this drawing or cover pa e listing this drawing,indicates acceptance of rooessionat 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 107 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:298888 T18 EJAC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 4 BUTTERFIELD PARK LOT 7 DiwNo: 340.18.1547.38133 Truss Label: X1 CY / RTT 12/06/2018 1111.5X64 5 12 n A3X5 io M ; 1113X5C III 1.5X4 5'11"4 5'11"4 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 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 253 /- /- /118 /- /51 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 B - - C 253 /- /- /120 /30 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.41 ft HORZ(TL):0.002 B - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 D Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf C Brg Width=- Min Re Soffit 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.561 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.327 Bearing D is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.509 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 49O PROpSSS O`5 aGiWFF iO l(/ 83294PE te .!� OREGON ~ ICY 14,ZQ wr Sell Tat Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appllates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. ALPINE Alpine,a division of ITW Building_gComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI, PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of prooessronal engineerinresponsibility 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 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298984 T39 EJAC Ply: 1 Job Number. 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1549.01430 Truss Label: X2 CY / RTT 12/06/2018 2' _ 4' 511"4 2' 2' 1'11"4 III 1.5Xp4 12 04X8 s lik 5 C 1111.5X4 01 0 3X5 A ,� 0/3 M T fro H wz 1 G11 n 11 III 1.5X4 =6X8 E (3X7 )13X5 r 5'11"4 1 2' H 2' _ 1'11"4 ', 2' 4' 511"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.027 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.046 B 999 240 G 768 /- /- /- /98 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.007 D - - E 1265 /- /- /- /192 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:20.41 ft HORZ(TL):-0.018 D - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 G Brg Width=5.5 Min Req= 1.5 TCDL:4.2 psf E BrgWidth=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.192 q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.366 Bearing G is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.476 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 158-1090 B-C 154 -1080 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 DF-L#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud:W2 2x4 HF#2: F-E 845 -118 :W3 2x4 DF-L Std/Stud: :W4 2x6 DF-L#2: Maximum Web Forces Per Ply(lbs) Special Loads Webs Tens.Comp. Webs Tens. Comp. ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) A-G 109 -721 F-C 1440 -200 TC:From 33 plf at 0.00 to 33 plf at 5.94 A-H 997 -143 C-E 205 -1471 BC:From 10 plf at 0.00 to 10 plf at 5.94 H-F 988 -140 PL: 164 lb Conc.Load at(1.81,18.92) PL:1616 lb Conc.Load at(4.00,18.47) Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind 40)PROp4 Wind loads and reactions based on MWFRS. `*, aG1NFc V0 Right end vertical not exposed to wind pressure. ,_0 (c, 832f�4PE +Q y OREGON i4 `Ltr14,20$ 0 .8e ii Tao. Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon.Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A ILP N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10) Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEAN:299106 767 EJAC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 6 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1556.41530 Truss Label: X3 CY / RTT 12/06/2018 5' + 7'11"4 H 5' 2'11"4 III1.5XC4 12 3 3X5 A B i IIIIIIIIIIIIIi7 <V � 4 mg �� I' 1 2X4(A1) ='E D III 3X5 1.5X4 2' 1 5'11"4 1 2'1"125'9"8 FH 2'1"12 a 7'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSP) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.019 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.031 E 816 240 E 459 /- /- /216 /2 /33 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 231 /- /- /88 /7 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL): 0.004 D - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 E Brg Width=3.5 Min Req= 1.5 TCDL:4.2 psf D Brg Width=- Min Req Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.361 Bearing E is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.261 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.241 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 422 -453 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-E 469 -370 Loading Bottom chord checked for 10.00 psf non-concurrent Maximum Web Forces Per Ply(lbs) Webs Tens.Comp. bottom chord live load applied per IRC-15 section 301.5. E-B 563 -708 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 QED PROFS 0.5 .AGINe . 70 Lc. 83294PE 9 / -% __—.....mmIl .�1 ` OREGON A VLy 14,2e$ • *sell Tan's Renewal 6/3W2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Sot bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1 ,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of pronessionaf engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10i For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI: www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299002 T41 EJAC Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 3 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1545.31170 Truss Label: X4 CY / RTT 12/06/2018 2'1"12 511"4 H 2'1"12 3'9"8 111 1.5)4 T 1 5i2 136X5 a W ..4411111 A ' I i e .Ili 2X4(A1) ='E 1113X5D 1111.5X4 2' 1 3'11"4 A 2'1"12 F' 3'9"8 2'1"12 5'11"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.003 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.008 E 999 240 E 396 /- /- /216 /- /41 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - D 140 /- /- /48 /16 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL):-0.003 C - - Wind reactions based on MWFRS Mean Height:15.00 ft E BrgWidth=3.5 Min Re NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 q= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.213 D Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.095 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.115 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. 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 ,,, PROpA. ��V vGINF� O O� _/ 83294PE y OREGON 11 `LLY 14.24 e, • s$en Tan Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT•* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,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 temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propelry attaches]rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to ALPINE N drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of proressionaengineering 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/TP1 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298934 T46 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 9 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1544.29187 Truss Label: CG1 CY / RTT 12/06/2018 674 11,1„3 6'3"4 4'9"15 1111.5 C T 12 i 3.54 %3X10 B 00014 r, in Aj II T --__, ilMillalligvi I( 2X4(A1) 1.5X4 III3X5D F 1.5X4 I 2,9„3 1 8,4„ 1 3,11 3'2"3 4715 3'1"1 6'3"4 11'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl V# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.019 F 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.035 F 999 240 F 592 /- /- /- /79 /- BC DL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 D - - D 262 /- /- /- /48 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.004 D - - Wind reactions based on MWFRS Mean Height 20.81 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:2.0 F Brg Width=7.8 Min Req= 1.5 TCDL:4.2 psf D Brg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.504 q=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.332 Bearing F is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.294 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 464 -7 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-F 6 -394 Special Loads Maximum Web Forces Per Ply(lbs) --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Com TC:From 2 plf at 0.00 to 2 plf at 11.10 p BC:From 2 plf at 0.00 to 2 plf at 11.10 F-B 98 -807 BC: 80 lb Conc.Load at 0.00 BC: 157 lb Conc.Load at 2.66 BC: 30 lb Conc.Load at 5.49 BC: 260 lb Conc.Load at 8.32 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind �-.c(4. 0 PROp6„ Wind loads and reactions based on MWFRS. sY Right end vertical not exposed to wind pressure. (,�� �IJG)NFtC10 Oiy Left cantilever is exposed to wind 83294PE y �. / OREGON 4110 14,2044 �QI *eel,Tan Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fel.safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted ottherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANriwCOMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pane listing this drawing indicates acceptance of proesstonaf engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299114 T23 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1556.29293 Truss Label: CG2 CY / RTT 12/06/2018 I f 675 11'1"3 H 6'9"5 4'3"14 1111.5 C4 2.12 .- 3X5 I T B `-o in 2X4(A3) i`I A ■ ■ 3"1414 t� 2X4(A3) F - E D III 1.5X4 =3X5 2,73 8,4" i 6'75 4'3"14 H 6'9"5 11'1"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.077 E 460 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.140 E 254 240 F 580 /- /- /18 /30 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.015 C - - D 270 /- /- /8 /19 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.039 C - - Wind reactions based on MWFRS NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 F Brg Width=4.9 Min Req= 1.5 TCDL:4.2 psf DBrg Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.394 q=- TPI Std: 2014 Max BC CSI: 0.538 Bearing F 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: 0.125 Loc.from endwall:Any FT/RT:2(0)/4(0) Maximum Bot Chord Forces Per Ply(lbs) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-E 644 -166 Lumber Top chord 2x4 HF#2 Bot chord 2x6 DF-L#2 Webs 2x4 HF Std/Stud Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 2 plf at 0.00 to 2 plf at 11.10 BC:From 2 plf at 0.00 to 2 plf at 11.10 BC: 80 lb Conc.Load at 0.00 BC: 156 lb Conc.Load at 2.66 BC: 51 lb Conc.Load at 5.49 BC: 270 lb Conc.Load at 8.32 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind '\"¢�D PROFFss Wind loads and reactions based on MWFRS. `y �G N FF �O Right end vertical not exposed to wind pressure. (? 4. Left cantilever is exposed to wind ./ 83294PE R 9 i _.._._._�.-__.._ --. s OREGON 13C. G `Ver 14,20� Saeii Tao c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN fiW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e, listing this drawing,indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see this lob's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.corn;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298932 T36 HIP_ Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1545.26353 Truss Label: CG3 CY / RTT 12/06/2018 3X5 B 12 i 3.54 V il s in cV A . 41I 2X4(A1) 1"D C III 1.5X4 1.5X4 F- 2'9"3 1 5'6"1 2'11"11 5'3"10 Hl' H 2,11"11 8'3"4 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.060 D 589 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.099 D 359 240 D 831 /- /- /- /82 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.007 B - - C 194 /- /- /- /52 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:15.00 ft HORZ(TL):-0.015 B - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 D Brg Width=4.9 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.922 C Brg Width=- Min Req=- Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.363 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: 0.898 Members not listed have forces less than 375# Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 894 -79 Lumber Top chord 2x4 HF#1&Bet. Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x6 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 65 -793 Special Loads Maximum Web Forces Per Ply(lbs) ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Webs Tens.Comp. TC:From 65 plf at 0.00 to 65 plf at 8.27 BC:From 20 plf at 0.00 to 20 plf at 2.66 D-B 77 -911 BC:From 10 plf at 2.66 to 10 plf at 5.49 BC:From 20 plf at 5.49 to 20 plf at 8.27 BC: 80 lb Conc.Load at 0.00 BC: 157 lb Conc.Load at 2.66 BC: 30 lb Conc.Load at 5.49 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. op PROFS Wind ,c((1 Ss Wind loads and reactions based on MWFRS. �.0 ki�G,Nek,Q V0 Right end vertical not exposed to wind pressure. $/ 83294PE 9 Left cantilever is exposed to wind 4C / __ -. . ' OREGON 13 ...a, to 14,20 m sell Tar c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to A IPL N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of orooessionaf engineering responsibility solely for the design shown. The suitability and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10; For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:298938 T16 MONO Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DiwNo: 340.18.1557.43057 Truss Label: CG4 CY / RTT 12/06/2018 2,.-2 ;3X5B 1 3.54 il5.0 CV 41 P-11-.01111111111 .111 I 2X4(A1) �' 1113X5 D --..s=-1.5X4 I 2'9"3 -A 3'3"9 i 3'1"1 2'11"11 I 31"1 6'0"12 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.037 D 988 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.060 D 613 240 D 850 /- /- I- /37 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.005 B - - C 45 /-119 /- /- /48 /- EXP:B Kzt:NA HORZ TL:-0.010 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft ( ) g Code/Misc Criteria CreepFactor:2.0 D Brg Width=7.8 Min Req= 1.5 NCBCLL:10.00 TCDL:4.2 psf C Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.404 P Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.278 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:0.439 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 A-B 885 -52 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 DF-L 2400f-2.OE Bot chord 2x6 DF-L#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 41 -802 Special Loads ---(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15 Maximum Web Forces Per Ply(lbs) ) Webs Tens.Comp. TC:From 65 plf at 0.00 to 65 plf at 6.06 BC:From 20 plf at 0.00 to 20 plf at 2.66 D-B 52 -950 BC:From 10 plf at 2.66 to 10 plf at 6.06 BC: 80 lb Conc.Load at 0.00 BC: 157 lb Conc.Load at 2.66 BC: 15 lb Conc.Load at 5.49 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind op PROFFS Wind loads and reactions based on MWFRS. `� G1 RO trj0 Right end vertical not exposed to wind pressure. / 4N 411. .4. y Left cantilever is exposed to wind 83294PE 7 ar ..� -ow OREGON la 4 'it 14,211 �0 6.Sell Tan. Renewal 6/30!2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by.TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracingiper BCSI.Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc..shall not be responsible for any deviation from this drawing,apy failure to build the AN W COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and braciITN of trussesA seal on this drawing or cover page,. listing this drawing,indicates acceptance of arolessionall engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 10i and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 880Folsom Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298880 T6 JACK Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 24 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1544.01217 Truss Label: CJ1 CY / RTT 12/06/2018 12 5 B A A A 1 2X4(A1) 1'11"11 1103 1'11"11 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.023 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.039 B 609 240 A 79 /- /- /37 /- /15 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.010 B - - C 79 /- /- /37 /7 /- EXP:B Kzt:NA Des Ld: 42.00 HORZ(TL): 0.024 B - - Wind reactions based on MWFRS Mean Height:19.56 ft A Br Width=1.5 Min Re NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 9 q=- TCDL:4.2 psf C Br Width=- Min Re Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.092 g q= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.150 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �op PROp O�5 aGINe �O 44-fy 83294PE i_ OREGON 12141,14,204 45 �$eli Tar c Renewal 6/3012020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,b TPI anal SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Defer to A PL I N E drawings 160A-Z for standard plate positions. Alpine,a division of INV Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN"W COMPANY truss in conformance with ANSI/-PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover pa e listing this drawing indicates acceptance of prooessronal engineering responsibility solely for the design shown. The suifgabiIity and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEAN:298882 T5 JACK Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 22 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1544.08650 Truss Label: CJ2 CY / RTT 12/06/2018 2712 3'10"3 2'2"12 I" 1'7"7 H 1111.5X4 12 C 5 -r 3X5 I A Mme., , Lo jli ■i►,1 2X4(A1) =�E 1113X5 II11.5X4 1' 2' i 1'10"3-i 2712 "p" 1'77 '1 2'2"12 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.007 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.011 E 999 240 E 485 /- /- /223 /18 /31 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.001 C - - D 15 /-117 /- /9 /51 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height:19.14 ft HORZ(TL):-0.003 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req= 1.5 D Br Width=- Min Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.150 g Req= Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.067 Bearing E is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Varies by Ld Case Max Web CSI: 0.130 Members not listed have forces less than 375# Maximum Web Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Webs Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 E-B 241 -413 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) TC:From 65 plf at 0.00 to 65 plf at 3.85 BC:From 20 plf at 0.00 to 20 plf at 3.85 BC: 40 lb Conc.Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. PROF k. Left cantilever is exposed to wind .(G��D '4S!o �.0 �C,1Nt * VO L4 83294PE 9 OREGON 13, `ZLP 14,26d *self Tan-s Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.0.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Defer to A PL I N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSUTPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of rooessional engineering responsibility solely for the design shown. The suability and use of this dr awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298884 T3 JACK Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 16 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1544.21723 Truss Label: CJ3 CY / RTT 12/06/2018 2712 5'10"3 H 2'2"12 3'7"7 1111.54 -i- 5 5 12 3X5 6 u, Fs) ' (V A ._ - 2X4(A1) —�E 1113X5D I111.5X4 H 2' 1 3'10"3 1 2712 377 H 2'2"12 5'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.004 E 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.009 E 999 240 E 402 /- /- /220 /- /49 BCDL: 10.00 Risk Category:11 Snow Duration:1.15 HORZ(LL):-0.001 C - - D 130 /- /- /41 /24 /- EXP:B Kzt:NA Des Ld: 42.00 Mean Height 19.56 ft HORZ(TL):-0.003 C - - Wind reactions based on MWFRS NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 E Brg Width=5.5 Min Req= 1.5 Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.207 D Brg Width=- Min Req=- surfae. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.090 Bearing E is a rigid have fo Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.102 Members not listed have forces less than 375# Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. 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 SEP PROA- . O�5 aG1NF �O 83294PE 9 \ OGON ) `V1•14,201'P c $$ell Tar Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing,and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (tefer to A LPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,apy failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of orofessionar engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 101 Sacramento,CA 95826 For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298890 T15 JACK Ply: 1 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 1 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1548.17360 Truss Label: CJ4 CY / RTT 12/06/2018 12 5 1111.5X4 B A 3X5 LI N rIuI I IMIllMiti ►� p 1113X5 C 1111.5X4 i----1'10"3 1'10"3 1'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.000 B 999 240 D 79 /- /- /37 /- /16 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL):-0.000 B - - C 79 /- /- /37 /14 /- EXP:B Kzt:NA HORZ TL:-0.000 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:20.39 ft ( ) D BrgWidth=5.5 Min Re 1.5 NCBCLL:10.00 TCDL:4.2psf Code/Misc Criteria Creep Factor:2.0 q Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.049 C Brg Width=- Min Req=- BCDL:6.0 psf Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.037 Loc.from endwall:Any FT/RT:2(0y4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. O PROF ��E FS C9�y� (c, I' Lk/ 83294PE 9 ./ .— OREGON /3(, `ZLY 14,20$ Q! sell Tan's Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN MA,COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing,indicates acceptance of proessronalq 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. Blvd.,Suite 107 Sacggo8801amento,t Folsom CA 95826 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:298899 T34 JACK Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 2 BUTTERFIELD PARK LOT 7 DiwNo: 340.18.1548.20793 Truss Label: CJ5 CY / RTT 12/06/2018 I111.5X4 12 B 5 3X5 Lc, A a' fV T N II IITNI11110....-11 II IIII 1 ". I1 D 1113X5 C 1111.5X4 A 3'10"3 i 31T3 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefUCSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.000 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.001 B 999 240 D 164 /- /- /77 /- /34 Risk Category:II BCDL: 10.00 Snow Duration:1.15 HORZ(LL):-0.000 B - - C 164 /- /- /78 /23 /- EXP:B Kzt:NA HORZ TL:-0.001 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 20.81 ft ( ) D BrgWidth=- Min Re NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 C Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.230 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: 0.143 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.157 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Right end vertical not exposed to wind pressure. 0.0PRop f, ,.c, �a 32'N E.94PE�A"Yo 9 Lii- OREGON 4 `2/-v 14,20� r e 'Joel!Tar c Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/TPI 1,or for handlin shipping,installation and bracing of trussesA seal on this drawing or cover page-- listing this drawing,indicates acceptance of orooessional engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite t0i and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299098 T65 JACK Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 4 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1556.03143 Truss Label: CJ6 CY / RTT 12/06/2018 12 3 L B A T X11 so 314 �� -�-� m D C 2X4(A1) k- v11"11 1'10"3 8 1'11"11 1.17'8 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.008 B 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.014 B 999 240 D 78 I- /- /32 /- /7 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL): 0.002 B - - C 78 /- /- /32 /1 /- EXP:B Kzt:NA HORZ TL: 0.005 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Hei ht:15.00 ft ( ) g NCBCLL:10.00 Code/Misc Criteria CreepFactor:2.0 D Brg Width=1.5 Min Req=- TCDL:4.2 psf C Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.037 Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.099 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. t so PROFS O:0�V GINF `s'O Fdth 83294PE 7 .!� OREGON I `Via'14,2e� 0 4eeell Tao's Renewal 613W2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporaryrl (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to ALPINE' drawings 160A-Z for standard plate positions . Alpine,a division of ITW Building_Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing indicates acceptance of ro essiona engineering responsibility solely for the desi n shown. The suitability 8801 Folsom Suite 10. and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sgec.2. Sacramento,CA Blvd.,Suite For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org SEQN:299112 T64 JACK Ply: 1 Job Number: 1018118 Gust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 4 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1556.11007 Truss Label: CJ7 CY / RTT 12/06/2018 3 L 3X5 B gook I A M ?1,-1.4 omi ��" I 2X4(A1) = D C III 1.5X4 ;1.5X4 H 2' 1'10"3 2'1"12 1'8"7 HHHIH 2'1"12 3'10"3 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc L/defl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.021 D 999 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.036 D 711 240 D 458 /- /- /187 /15 /16 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.002 B - - C 25 /-93 /- /14 /38 /- EXP:B Kzt:NA HORZ TL:-0.004 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height 15.00 ft ( ) NCBCLL:10.00 Code/Misc Criteria Creep Factor:2.0 D Brg Width=3.5 Min Req= 1.5 TCDL:4.2 psf C Brg Width=- Min Req=- Soffit: 2.00 BCDL:6.0sf Bldg Code: IRC 2015 Max TC CSI: 0.372 P Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist:0 to h/2 TPI Std: 2014 Max BC CSI: 0.184 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: 0.220 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 580 -384 Lumber Top chord 2x4 HF#2 Maximum Bot Chord Forces Per Ply(lbs) Bot chord 2x4 HF#2 Chords Tens.Comp. Webs 2x4 HF Std/Stud A-D 402 -536 Special Loads --(Lumber Dur.Fac.=1.15/Plate Dur.Fac.=1.15) Maximum Web Forces Per Ply(lbs) TC:From 64 plf at 0.00 to 64 plf at 3.85 Webs Tens.Comp. BC:From 20 plf at 0.00 to 20 plf at 3.85 D-B 408 -635 BC: 40 lb Conc.Load at 0.00 Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. �¢EQ PROF,S Left cantilever is exposed to wind S ,O`0/ 83294PE ' ,O2 9 /� , y OREGON 114 ` 'LV14,2O5- m *sell Tan's Renewal 6130/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 468 Trusses require extreme care in fabricating,handling,shipping,installing.and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,by TPI and SBCA)fsafety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted o"therwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to ALPI N E drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the ANMA/COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page, listing this drawing,indicates acceptance of orooessionat engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8801 Folsom Blvd.,Suite 10 For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 SEQN:299103 T62 JACK Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 4 BUTTERFIELD PARK LOT 7 DiwNo: 340.18.1556.21090 Truss Label: CJ8 CY / RTT 12/06/2018 3 L ;3X56 .- i A = 11 ! 4 2X4(A1) _1 D C 1111.5X4 1.5X4 H 2' 1 3'10"3 i 2'1"12 3'8"7 2'1"12 5'10"3 H Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl U# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL): 0.031 D 841 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL): 0.052 D 498 240 D 390 I- 1- /189 /7 /24 BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.003 B - - C 135 /- /- /44 /7 /- EXP:B Kzt:NA HORZ(TL):-0.006 B - - Wind reactions based on MWFRS Des Ld: 42.00 Mean Height:15.00 ft D B Width=3.5 Min Req1.5 NCBCLL:10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:2.0 r9 = Soffit: 2.00 Bldg Code: IRC 2015 Max TC CSI: 0.568 C Brg Width=- Min Req=- BCDL:6.0 psf TPI Std: 2014 Max BC CSI: 0.227 Bearing D is a rigid surface. Load Duration:1.15 MWFRS Parallel Dist 0 to h/2 Members not listed have forces less than 375# Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI:0.386 Maximum Top Chord Forces Per Ply(lbs) Loc.from endwall:Any FT/RT:2(0)/4(0) Chords Tens.Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.000.0327.16 A-B 537 -464 Lumber Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 HF#2 Chords Tens.Comp. Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud A-D 491 -481 Loading Maximum Web Forces Per Ply(lbs) Bottom chord checked for 10.00 psf non-concurrent Webs Tens.Comp. bottom chord live load applied per IRC-15 section 301.5. D-B 459 -546 Wind Wind loads based on MWFRS with additional C&C member design. Left cantilever is exposed to wind EO PROFS t9y G 1 N E. "•ty �1(/ 83294PE 9 OREGON 1.$ _ `ZLT 14,20� c0 4s$eli Tan' Renewal 6(30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box468 Trusses require extreme care in fabricating,handling,shipping,installin and bracing. Refer to and follow the latest edition of BCSI(BuildingCORNELIUS OR 97113 q d safety practices 9. . (503)357-2118 Ext Component Safety Information,b TPI an SBCA)fsa ety prior to performing these functions. Installers shall provide temporary _ bracing per BCSI.Unless noted Ottherwiise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Defer to ALPINE' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc..shall not be responsible for any deviation from this drawing,any failure to build the AN RW COMPANY truss in conformance with ANSI/IPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The sui£ability 8801 Folsom Blvd.,Suite 10i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.orq Sacramento,CA 95826 SEAN:304372 T72 COMN Ply: 1 Job Number: 1018118 Cust:R7175 JRef: 1WGN71750006 FROM:IKE Qty: 154 BUTTERFIELD PARK LOT 7 DrwNo: 340.18.1557.48670 Truss Label: BP CY / RTT 12/06/2018 1,8"6 '1_110"6 1 1'8"6 2' =3X5 1111.5X4 A BC EN hey F, D E III 1.5X4 =3X5 F 1'10"6 H 1'8"6 2"I i 1'8"6 111 b"6 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 25.00 Wind Std: ASCE 7-10 Pg:25.0 Ct:1.1 CAT:II PP Deflection in loc Udefl L/# Gravity Non-Gravity TCDL: 7.00 Speed: 120 mph Pf:21.2 Ce:1.1 VERT(LL):-0.000 C 0 360 Loc R+ /R- /Rh /Rw /U /RL BCLL: 0.00 Enclosure:Closed Lu: - Cs:1.00 VERT(CL):-0.000 C 999 240 F* 84 /- /- /35 /4 /- BCDL: 10.00 Risk Category:II Snow Duration:1.15 HORZ(LL):-0.000 B - - Wind reactions based on MWFRS EXP:B Kzt:NA HORZ(TL):-0.000 B F Brg Width=22.4 Min Req=- Des Ld: 42.00 Mean Height:19.17 ft NCBCLL:10.00Code/Misc Criteria Creep Factor:2.0 Bearing F is a rigid surface. TCDL:4.2 psf Soffit: 2.00 BCDL:6.0 psf Bldg Code: IRC 2015 Max TC CSI: 0.039 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: 0.026 Spacing:24.0" C&C Dist a:3.00 ft Rep Fac:Yes Max Web CSI: 0.033 Loc.from endwall:Any FT/RT:2(0)/4(0) GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.00C.0327.15 Lumber Top chord 2x4 HF#2 Bot chord 2x4 HF#2 Webs 2x4 HF Std/Stud Loading Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-15 section 301.5. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes Truss must be installed as shown with top chord up. This truss is designed to support vertical loads only. It has not been designed to support lateral or CEO PROF4. longitudinal forces.Sheathing is required for any ,�(� SSS longitudinal(drag)forces.All horizontal and vertical Gj G%N diaphragms and connections shall be designed by 1:0 k� �F� �y the engineer of record. ,..0 83294PE 9 OREGON C LLY 14,20 iQJ Ofsell Tan Renewal 6/30/2020 12/06/2018 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Truss Components of Oregon,Inc. **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS P.O.Box 463 Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building CORNELIUS OR 97113 Component Safety Information,byTPI and SBCA)fr safety practices prior to performing these functions. Installers shall provide temporary (503)357-2118 Ext bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Applplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to ALPINE drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the AN MN COMPANY truss in conformance with ANSI/TPI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability 8801 Folsom Blvd.,Suite 70i and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.alpineitw.com;TPI:www.tpinst.org;SBCA:www.sbcindustry.com;ICC:www.iccsafe.org Sacramento,CA 95826 CLR Reinforcing Vernber Suostituton T-Reinforcement a This detail is to be used when a Continuous Lateral Restraint (CLR) Or jT-Reinf, is specified on a truss design but an alternative web L-Reinforcement or reinforcement method is desired, IL-Reinf, ,• 4 Apply to either side of web narrow face, ,, Attach with 10d (0.128'x3.0',min) nails , at 6' o.c. Reinforcing member is , Notes: a minimum 807. of web member length. ,� This detail Is only applicable for changing the specified CLR � shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, 1..._ Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate v reinforcement type. Q T-Reinf, L-Reinf, 1 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. NI Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(* minimum 807. of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Slab Reinf, I T-reinforcement, L-reinforcement, or scab reinforcement to be same p species and grade or better than web member unless specified otherwise on Engineer's sealed design. I (310 Center scab on wide face of web. Apply (1) scab to each face of web. I 1 I I SOD PROpFs Trusses =IMPORTANT=FURNociVARNIItreme care SH fabrk:WIN handling,mCONTRACTORS shipping, sINCL brat eRS to and (gREAD AND FELLOW ALL NOTES ON THIS DRAWING �� (6aG`N� iQs' TC LL PSF REF CLR Subst, follow the latest edtlon of SCSI aluRdrig Corponent Safety Information,by TPI annd SBCAA>for safety (y 83294PE 9.0 DL G PSF DATE 10/01/14 Unless nt d otheior rwise, eco dssNall hav,pr rly attached strprovide uctural sheathing y bracing bottom chord / I L PSF DRWG BRCLBSUB1014 a. shall have a properly attached rigid ceiliig. Locations shown for permanent lateral restraint of webs AC A r7 g E shall have bracing installed per DCSI sections B3,37 or 310,as applicable. Apply plates to each face LL PSF Q I\\J1 of truss and posKkm as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 166A-Z for standard plate positions. 'C AN ITWCOMPANY thispdrawig,division fakir'to bi.d the tan is con cup onformance with ANSI/TPIall not be s1,or for n ding,deviation inngfran OREGON ❑T, LD. PSF installation t bracing of trusses. A sealonthis chasing or cover listing this drosI g.Imitates acceptance of professional (Of 41LY 94,qg� 1 for am sin treMietl ifiesn ys fThe po of 4 shown. Bssgne per ANand seiof thy`drastp �, t� DUR. FAC., s elf Tan' Earth1338Lakefront Drive For more information see this Job's general notes page and these web sites. Earth City,M063046 ALPINE:www.lpnelts.conl TPD www.tpinstorgl SBCA.wsw.sbcndustryargl ICC.eewlccsafearg SPACING 112/06/2018 Poco 1 NAIL REINFORCEMENT FOR PLATE DETAIL This detail may be used when the required number of Nails shall be driven through sot • steel at a distance no connector teeth in a truss member exceeds the actual closer that 1 inch to the Joint ine, Nails may also be driven number of teeth in the given member, Nails may be driven through the tooth slots, but s �•ll be located at the end of through the connector plate(s) in truss members using the the slot farthest from the ,Join line, nail type specified below to increase the lateral resistance of the connector plate(s) having a shortage of required Use a maximum of 2 nails per sq are Inch of plate area, effective teeth. Nails shall be driven through conector plate having shortage N Nall Type of required effective teeth. .�is may be driven through Duo-Fast CS157 1.5' x 0.105' Smooth Shank Coil Nall connector plate on each face o Joint if each plate has a shortage of required effective teeth. Material Connector Plates Substitution Nails shall be fully embedded into wood areas free of defects. SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 2 teeth (SG >= 0.42) Alpine 20-gage H 1 Nall replaces 2 teeth Thls detail Is applicable only on olnts where the connector Alpine 18-gage S 1 Nall replaces 2 teeth plate has been offset no more r han 1/2' from the design Nail Type position shown on the truss de-Ign drawing. 0,131' x 1.5' Box or Gun Nail This detail is applicable for tru--es with lumber oriented vertically (2x_) and trusses wit lumber oriented horizontally Material Connector Plates Substitution (3x2 and 4x2). , SP, DF-L, HF, SPF Alpine 20-gage Wave 1 Nall replaces 3 teeth (SG >= 0.42) Alpine 20-gage H 1 Nall replaces 3 teeth Alpine 18-gage S 1 Nall replaces 3 teeth ,a\ot‘pe t one _ L ,c,\,‘ 011ik 10. Joint Line Typical Joint Configurations, This Detail Applies To Any Joint Confi. ration. This Detail Is Applicable ❑nl On Joints Wher- �-- -7,4., -ctor Plate as Been Offset No More Than 1/2' From The Design r.- ,,,• .-,, On The T uss Design Drawing. aWARNDABa READ AND FaIDW ALL KITES of THIS DRAWDEI � !lraG1Neo • p REF NAIL REINFORCEMENT waINP RTAHTe FURNISH THIS DRAWING TU ALL CONTRACTORS DELUDING LNG THE INSTALLERS. Trusses require extreme care In fabricating,handing,shipping,Instaaling and bracing. Refer to and 14 83294PEfollow DATE 10/01/14 pprracticeFs prior t pwrfcrniog theslatest edtlon of SCSI se wctlon Insing taUars shall proInformation, y�raand brosdr for SCSI.y �— Unless noted otherrise,top chord shall have properly attached structural sheahi and bottom chord € DRWG REPPLTNL1014 - shall have a properly attached rigid ailing. Locations shown for permanent lateral restraint of webs ALPINE shall have bracing Installed per SCSI sections n3,B7 or 310,as applicable. Apply plates to each face of truss and ppoosition as shown above and on the.blot Details,unless noted otherwise. Refer to drawings I60A-Z for standard plate positions. OREGON Alpine,a dNislon of ITV Building Components Gro Inc,shag not be responsible fr any deviation from AN IiV1/GDMFM1dY fink drawkp,any faire to build the truss in confornonce with ANSI/TPI 1,r fr Fandlrq,sldppYp, ' Vt. 0� c InstaDatlon 6 is dra og trucoee. LY 14,1 �QJ A,K. ., His clAr;or cover pope de His drawing,. TheMcotes acceptanceeof professional 4S engineering responsibilitysolely for the design shown The suitability and use of His drawing s e f i 1 ar' 13389 Lakefront Drive for any"trochee the resporutlnY of ""-Hulking heir per ANSIAP3 1 SecE, Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, 813012020 ALPINEwww,alpineltw.comi TPD www,tpinst,rgr MAIwww.sbcindustry.orgi ICC,weeJccsafe.org Renewal ewal 13 i E * Hip Frame Details Hip Fr*me B W4X4, Min, a �_ Common 24" Tr sses ITyp _ 4,1 WL5X3 tirH ,�T % �� Stepped Hip JO o I �� System Trusses 2x4 Purlins / I 2x4 Chords5. ' ' ' ' i i W litSetback En ckIii \_ •1 Hip I IL _ .�'r►Pitched and Sheathed Chord Area _, _L__ Hip Frame* • / B Bottom Chord W3X4, Min, o- Attach hip frame to flat chor s of stepped hips at all overlapping points with -10d (0,148"x3') W3X4, Min, Hip Frame, 'R' common nails. Bottom chord o hip frame to be attached to #1 hip with 10d clommon (0.148"x3') nails @ 6' o,c. maximum spacing. Hip frame stops at plumb cut of 11- Hip Hip Frame Jacks to maintain pitch continuity. Section B * Hip frame lumber Is SPF, So. Pine, HF, K..------- ____.- Pt. or DFL Standard, Stud grade, or better. Mil/ See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2' to fit, Stepped Hip purlins must be Intact and properly attached. HSetback -Ir System Trusses 1 Use this detail for' Hip Frame - provided by tru s manufacturer. ASCE 7-10 & ASCE 7-16, 140 mph, 30' M.H., Enclosed, Exp C, or Hip frame is designed to provide bracing for flat ASCE 7-10 & ASCE 7-16, 120 mph, 30' , Enclosed, Exp D, or top chords of' hip frame sy tem where indicated. ASCE7-05, 110 mph, 30' Enclosed, Cat II, Exp C, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To hip fr•-•- - ruins, �_eO PROFF�, VA .READ AHO FILOM PLL NOTES l THIS BRAVING �`�� ki,k83294PEG'Neq�'Q SA _ wm+GsO REF HIP FRAME TANT_FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .. Trusses require extreme care h fabnNcatha handing,shippMg,installing and bracing. Refer to and C DATE 01/02/2018 Pfollow the latest coition of 3CSI®utdhg Component Safety Information,by TN and SBCCA)for safety �. Unlss not d otherw�lu,top gchords shall ave properly attadxd structu^al shwa yhi gaand=topic,chord 4. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG HIPFRAME0118 shall have bradng installed per BCSI sections 83,B7 or 310,as applicable. Apply plates to each face of truss and ppoassition as shown above.,,,,,dia....,,,the Joint Details,unless noted otherwise. �I L P N C Refer to drawings I60A-Z for stondard posTtbna. OREGON AIpM,o oivWon of ITV&dIdlnp Corponents Groupp Inc shall not be responsible for any deviation from N flW MA4NY t0ds drawFg,any future to buts the mass In confarnance with ANSI/TPI 1 or for handing shlpptrg �+ Installation&bradng of'trusses. A SLY 14,2ge A seal on this drawing or cover lstkg this drawing,hdtates acceptance of professional (0 13723 Riverpod Drivefs 'p° ' iny �� �,of ANSvpl 1 Sec.. 'hg ` ee/1 Tar wt Suite 200 Maryland Heights,MO 63043 For more information see this Job's general notes page and these web sites. ALPINE,wwwalpineltw.coni TPD www,tphst orgi SWIM www,sbchdustry.orgi ICC.www.lccsafe.org Rg ea 6 3012020 I